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HomeMy WebLinkAboutPermit D17-0199 - SEATAC LIGHTING - TENANT IMPROVEMENTSEATAC LIGHTING 15455 53 AVE S D17-0199 Parcel No: Address: Project Name: O City of Tukwila 0 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 1157200044 15455 53RD AVE S SEATAC LIGHTING DEVELOPMENT PERMIT Permit Number: D17-0199 Issue Date: 1/30/2018 Permit Expires On: 7/29/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: SEA -TAC LIGHTING CORPORATE 15455 53RD AVE S , TUKWILA, WA, 98188 YVIGNETTE TANG Phone: (206) 303-7811 10700 NE 4TH ST, UNIT 426, BELLEVUE, WA, 98004 COLVOS CONSTRUCTION LLC Address: 711 COURT C, TACOMA, WA, 98402 License No: COLVOCL832CZ Lender: Name: CHASE BANK Address: 359 STRANDER BLVD , TUKWILA, WA, ,98188 Phone: Expiration Date: 2/9/2019 DESCRIPTION OF WORK: TENANT IMPROVEMENT - NON-STRUCTURAL INERIOR MODIFICATIONS, INCLUDING ADING NEW WALLS FOR OFFICES, CONFERENCE ROOM, BREAK OUT AREA AND RESTROOMS TO MEET CODE. MECHANICAL, ELECTRICAL, PLUMBING PERMITS BY OTHERS. FIRE ALARM AND SPRINKLERS BY OTHERS. PUBLIC WORKS ACTIVITIES INCLUDE: RPPA DOMESTIC BACKFLOW W/HOT BOX, REPLACE FDC, AND INSTALL A STORZ ADAPTER. DCDVA BACKFLOW ON FIRE SYSTEM WITHIN BUILDING TO BE APPROVED/INSTALLED UNDER A SEPARATE PUBLIC WORKS PERMIT. Project Valuation: $893,880.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: VA Electrical Service Provided by: TUKWILA Fees Collected: $77,381.18 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: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 Permit Center Authorized Signature: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: J QN 4 Date: \—&) \S3 This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 4: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 5: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 0 0 1: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 2: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 3: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 6: Maintain fire extinguisher coverage throughout. 7: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 8: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 9: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 10: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.9.1) 11: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 12: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.6) 13: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1017.1) 14: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on-site generator. (IFC 1011.6.3) 15: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.3.1) 30: Every room or space that is an assembly occupancy shall have the occupancy load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. (IFC 1004.3) 19: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 16: 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). 17: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 20: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2437. 22: An approved manual fire alarm system including audible/visual devices and manual pull stations is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2437. 23: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 21: 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) 24: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 25: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 26: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 27: 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) 18: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 28: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 29: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 31: ***BUILDING PERMIT CONDITIONS*** 32: 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. 33: 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. 34: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 35: 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. 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. pm- 0114 Project No. Date Application Accepted: • 0' II Date Application Expires: 1-20—It (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 1$455 53 CP Pdrri Tenant Name: St3Pt(Pre Lt 6+rU4 PROPERTY OWNER Name: Yvilaw t> TAI,vet Name: lay) 0,0 ee 0- I City: govt State: wA Zip: Cagily4 Address: 161,55 53$42 Itt* s. Email: tIvliite A-figa6yyKaf.ccw, City:. GW I LA State: L A Zip: q&tie CONTACT PERSON — person receiving all project communication Name: Yvilaw t> TAI,vet Address: icqvc, NE 4/}4 :S)Q't UNIT 4710 City: govt State: wA Zip: Cagily4 Phone: 20/„. 303, agi i Fax: Email: tIvliite A-figa6yyKaf.ccw, GENERAL CONTRACTOR INFORMATION Company Name: Address: Company Name: Architect Name: TI YYIO7t4' 62LA INN . City: State: City: State: Wh Zip:q Zip: Phone: Fax: Email: 4-91,4 -100 IvIa1'1i14'l'tGd1.ure . tone) State: Contr Reg No.: Phone: Exp Date: Tukwila Business License No.: H:1Applications\Forrns-Applications On Line 12011 Applications\Permit Application Revised - 0-9-I I.docx Revised: August 2011 bh King Co Assessor's Tax No.: II'fifi20 Suite Number: Floor:_,__ New Tenant: 0 Yes R..No ARCHITECT OF RECORD Company Name: Company Name: Architect Name: TI YYIO7t4' 62LA INN . Address: 14-23 Siem AY6 . & City: State: Wh Zip:q )02 - 02 - Phone: Phone: 26, 2.1/0. 4,00 Fax: Email: 4-91,4 -100 IvIa1'1i14'l'tGd1.ure . tone) State: ENGINEER OF RECORD Name: tN pt5C i3A1414— — 56o-rkk C -c -74- z Company Name: Address: 5 q 5� p g��, 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: tN pt5C i3A1414— — 56o-rkk C -c -74- z Address: 5 q 5� p g��, City: �o Hca (1k State: do p Zip: el & Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ X84, aS-o Existing Building Valuation: $ 2-, 41/6. 610D Describe the scope of work (please provide detailed information): ° /1/2(/( W oKIC co 9E Poi3-5Ta oc-7c/I- K- t P-zepw-K_ Ntoo (r-ccirr too-v,t067 pc-potk -'L9. POi _ 8 ! cam,` G / t I o uz pe iL e;-ro 7A m (a1 Cj mi ? ci rx-onet F 14 (3‘-r cel 5 • Fko M'A101 f L/ lA TL5 1r a-Tct/5, Will there be new rack storage? ❑ Yes R:. 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: 51 Compact: Handicap:' Will there be a change in use? ❑ Yes � No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers p, Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes No If 'yes', attach list of materials and storage locations on a separate 8-1/2 " x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Forms-Applications On Line 1201 I ApplicationsWermit Application Revised - 8-9-I 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 1' Floor >l !q t (Ai, /� > 1 "1 110 N/A- , V-A B 2nd Floor 3`I 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: 51 Compact: Handicap:' Will there be a change in use? ❑ Yes � No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers p, Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes No If 'yes', attach list of materials and storage locations on a separate 8-1/2 " x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Forms-Applications On Line 1201 I ApplicationsWermit Application Revised - 8-9-I I.docx Revised: August 2011 bh Page 2 of 4 0 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): AL' Or-• •10 it/ NoN -statcueAL t mi - r>rVOIfICP(171)14, I►1 /Net &D0!NA Na.) Vag T -Ce aft a!, tau ravwce t eitelxic axt btf,EA AND gegretOWIS wilsiDT cope, . MEQ -A IGAt, A, Pb E "(ZAGif- r 7 r( -S P3 -f- 6`rtfe-r f 13 Call before you Dig: 811 Water Dist ict�� ❑ ...Tukwila ...Water Availability Provided Please refer to Public Works Bulletin #1 for fees and estimate sheet. Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑... Water District #125 ❑ .. Highline ❑...Valley View 0 .. Renton ❑...Sewer Availability Provided .. Renton ❑ .. Seattle Septic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond 0 .. Insurance 0 .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance 0 ...Construction/Excavation/Fill - Right-of-way Non Right-of-way 0 ❑ ...Total Cut O ...Total Fill ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ..• .Traffic Control 0 ...Backflow Prevention - Fire Protection Irrigation Domestic Water cubic yards cubic yards ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours 0 .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone .. • Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut 0 .. Pavement Cut ❑ .. Looped Fire Line f! 0 ...Permanent Water Meter Size... 0 ...Temporary Water Meter Size ..• .Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ❑ ...Water Main Extension Public 11 71 11 WO # WO # WO # Private 0 Private 0 ❑ .. Grease Interceptor .. ▪ Channelization ❑ .. Trench Excavation 0 .. Utility Undergrounding ❑...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water 0 ...Sewer ❑ ...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 Applicotions\Forms-Applications On Line\2011 Applicationslpermit Application Revised - 8.9-I I.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES - Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW OR AUTHORIZE ', A` E T: A ir7 7, Signature: 7tniy--b ` — OWPMS Atisr Date: Print Name: 1/ /4 0-774 Y/ b? U.Z nl d-3 Day Telephone: ZO G 8 / 6 ` O a Mailing Address: 4 Z-3 4-v H:\ApplicationslForms-Applications On Line1201 I Applicntions\Permit Application Raised - 8-9-I I.docx Revised: August 2011 bh City State Zip Page 4 of 4 O BULLETIN A2 TYPE C. PERMIT FEE ESTIMA' PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME 57c b16 {f PERMIT # ti ( ' D ( (f A N—r- / M P7z-0 c/6 n �C 15'f 5� 53" If you do not provide contractor bids or an engineer's estima a with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvemen Mobilization Erosion prevention Watesewer/Surface Water Road/Parlcing/Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) t category: $250 (1) /bo /L44‘ in:5Th than $200,000 of A. r (4) CORRECTION LTR# 5. Enter total excavation volume Enter total fill volume �t Use the following table to estimate the grading plan review fee. Use the greater of the excavation and fill volumes. cubic yards cubic yards QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51-100 $23.50 101— 1,000 $37.00 1,001— 10,000 $49.25 10,001 — 100,000 $49.25 for 1ST 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1ST 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 15T 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees (5) TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $ C47 The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow-up review associated with a correction letter. Eachadditional revictal/VED attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Revi Approved 09.25.02 Last Revised 02/21/17 tr,h bri-- ow OF TUKWILA JAN 16 2018 PERMIT CENTER 0 BULLETIN A2 0 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees t22� .�- 6. Permit Issuance/Inspection Fee (B+C+D) $ (6) 7. Pavement Mitigation Fee $ 0 ISA (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20-15 (100%) $10.00 15-.10 (75%) $7.50 10-7 (50%) $5.00 7-5 (33%) $3.30 5-2 (25%) $2.50 2-1 (10%) $1.00 0-1 $0.00 8. GRADING Permit Issuance/Inspection Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51-100 $37.00 101 — 1,000 $37.00 for lst 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001-10,000 $194.50 for 1st 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the lst 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for lst 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. .,� 9' Ts ehnology Fee (5% of 6+8) Os( -7 S f 23.5-6 " t; Approved 009.25.02 Last Revised 02/21/17 2 --`- 3 (9) BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 10. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($52.50 — includes Technology Fee) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E $ (9) 11. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ — B. Allentown Sewer (Ordinance 1777) $ . C. Ryan Hill Water (Ordinance 1777) $ D. Allentown/Foster Pt Water (Ord 2177) $ — E. Allentown/Foster Pt Sewer (Ord 2177) $ F. Special Connection (TMC Title 14) $ G. Duwamish $ — H. Transportation Mitigation $ 3¢1 -236 I. Other Fees $ — _ ( N6 I) Total A through I $ C3+- c-- (10) -2-c, N6-c-tJE�V x t..).2_, sc. Q - eAn Pteku-. N DUE WHEN PERMIT IS ISSUED �— �� t P (6+7+5+9+10+11} $ 3-�=97Z �' ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION PEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $60.00 per inspection. WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance7 RCFC _ 01.01.2017-12.31.201 tal Fee Vi$6005 0.75 $62S /r $6630 1 $1125 $15,01'50 $16,137.50 1.5 $2425 10,025 $32,450 2 $2825 $4840,_ $50,865 3 $4425 /' $96,080 $100,505 4 $7825 1/ $150,125 $157,950 6 $12525,7$300,250 9 775 Approved 09.25.02 Last Revised 02/21/17 temporary Meter 0.75" $300 2.5" $1,500 3 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK PAID $72,091.52 D17-0199 Address: 15455 53RD AVE 5 Apn: 1157200044 $72,091.52 DEVELOPMENT $7,757.83 PERMIT FEE R000.322.100.00.00 0.00 $7,753.33 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 IMPACT FEE $28,748.77 FIRE R304.345.852.00.00 0.00 $20,529.22 PARK R104.345.851.00.00 0.00 $8,219.55 PUBLIC WORKS $35,186.00 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $225.00 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $225.00 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $34,736.00 TECHNOLOGY FEE $398.92 TECHNOLOGY FEE R000.322.900.04.00 0.00 $398.92 TOTAL FEES PAID BY RECEIPT: R13620 $72,091.52 Date Paid: Tuesday, January 30, 2018 Paid By: SEATAC LIGHTING Pay Method: CHECK 13999 Printed: Tuesday, January 30, 2018 12:50 PM 1 of 1 CRWSYSTEMS ri L Cash Register Receipt City of Tukwila Receipt: Number R13380 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $3,850.00 C17-0023 Address: 15455 53RD AVE 5 Apn: 1157200044 $3,600.00 PUBLIC WORKS ' $3,600.00 TRAFFIC CONCURRENCY R104.367.121.00.00 0.00 $3,600.00 D17-0199 Address: 15455 53RD AVE 5 Apn: 1157200044 $250.00 PUBLIC WORKS $250.00 BASE APPLICATION FEE TOTAL FEES PAID BY RECEIPT: R13380 R000.322.100.00.00 0.00 ' ` $250.00 $3,850.00 Date Paid: Tuesday, January 16, 2018 Paid By: SEATAC LIGHTING AND CONTROLS L Pay Method: CHECK 13973 Printed: Tuesday, January 16, 2018 7:53 AM 1 of 1 C�SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT PermitTRAK D17-0199 Address: 15455 53RD AVE S Apn 1157200044 DEVELOPMENT PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R11960 i, QUANTITY ` PAID R000.345.830.00.00 0.00 $5,039.66 $5,039.66 $5,039.66 $5,039.66 $5,039.66 Date Paid: Thursday, July 20, 2017 Paid By: SEA -TAC LIGHTING Pay Method: CHECK 13574 Printed: Thursday, July 20, 2017 8:02 AM 1 of 1 SYSTEMS 0 0 36: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 37: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 38: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 39: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 40: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 41: 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). 42: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 43: 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. 44: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 45: ***PUBLIC WORKS PERMIT CONDITIONS*** 46: Schedule and attend a Preconstruction Meeting with the Public Works Department (Dave Stuckle, Public Works Inspector and ( , Planning Division), prior to start of work under this permit. To schedule, call Public Works at (206) 433-0179. 47: The applicant or contractor must notify the Public Works Inspector at (206) 433-0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 48: Prior to construction, all utilities in the vicinity shall be field located. NOTE: For City of Tukwila utility locates, call 811 or 1-800-424-5555. 49: Permit is valid between the weekday hours of 7:00 a.m. and 10:00 p.m. only. Coordinate with the Public Works Inspector for any work after 5:00 p.m. and weekends. 50: No work under this permit during weekend hours without prior approval by Public Works. Coordinate with the Public Works Inspector. 51: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 52: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 53: Prior to issuance of this permit, Transportation Impact Fee shall be paid in the amount of $34,736.00. 54: Owner/Applicant shall apply for a separate Public Works Construction Type C permit for installation of the fire prevention DDCVA inside the Mechanical Room. Together with cost estimate for DCDVA installation and DCDVA cut sheet. Circle backflow to be installed. This plan shall be signed and stamped by NICET Level II certificate of competency holder (Please note that this Public Works permit is separate from the Fire Sprinkler Permit issued by the Tukwila Fire Department.) Coordinate with the Public Works Inspector. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 5180 BACKFLOW - FIRE C) 5170 BACKFLOW -IRR 5190 BACKFLOW - WATER 1700 BUILDING FINAL** 0611 EMERGENCY LIGHTING 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 1600 PUBLIC WORKS FINAL 5160 PUBLIC WORKS PRE -CON 0406 SUSPENDED. CEILING INSPECTION NO. INSPECTION RECORD Retain a copy with permit 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 c:—. '�i/+ Tvne of inspeytio u� teat, ; L Address: a Date Called: vq Special nstrucuons: t 144 .,, Date Wanted: I G "71 t- 208 a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Ele;i0frew %/AL - o,) ,vim c/,fet(_ 2.) r7 ►ret ILL 31 i‘tc5wd53 Rctlyz-/9614a 37) Xfipl-aff Opert_Ti, /0&21 5 , -7"eepreeei C91-40irt Date: 7 f` Z©lr' 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 D ti —0 V19 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: SI Era ti l`. Type of Inspection: Wv3 F\ Address: Oh ISL(' 53rjlacv S. Date Called: Special Instructions: Date Wanted: ltii 1?) Requester: Phone No: 0Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: B - k) 24. Davi INc_,Nwur-- 'p,9� Mfs Y PO CPMACCWA If\ ;S 614+/- e OA -A- 4 A -A4 G. Dat : 1 ill ft) 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 DI7- a 1” P ct:Ty P���e 1.-.f 5 kl: a of Inspection: ld ; I� FINIAL Address: rdDate /.52/6-5 53 A- . va Called: Special Instructions: Oct -ate *Oct-Loael_ G1 n: ' 3r43..lLe, Ext4 e h Ernerr-' ci 1-1. k %tr -'Vic' * Ft re. F, —bk Wanted: �' -208' a.m. p.m. Requester: Phone No: A pLrovedper' a*Ticable codes. ElCorrections required prior to approval. COMMENTS: 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) 431-2451 tl 77 ©r9 Proj ct:Type 5e / c c.. K I5 `� of Inspection: /J (� F44 .C., Address: l5 V55 53`1 5 Date C lied: Special Instructions: Qij ( t J .--/-1 in -e) 1)'i Date Wanted: 07/0 6 /f a.m. p.m. Requeste i r Phone No: 5 ass XSS) 1) U Approved per applicable codes. L COMMENTS: Corrections required prior to approval. 8r 3rN) - Nva ,per. r' t ‘kJI&T\-02 In sp t;>tV ly t Date: cOr. 1 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD q, Retain a copy with permit f e 0117 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 Projec e44_ Ty ,e'off Inspec ion: �p e grieitc_: S ;c, % Date C •' led: Special Instructions: Dat Wanted: —��— cp.ni, Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector:? 1, DZ. Eh, - 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 - 019(i Project: a L- Igo , v Type of Inspection: sLts14 C_pji lt,., Address A (../Date ii vt a Ca led: 19/55 C. ,5. Special Instructions: Co Or) R d Date Wanted:6 / a.m. Requester: Phone No: 0 Approved per applicable codes. O Corrections required prior to approval. CO 1) /Wigs/pit 3 in/4w CruNeAcs. 2) A Ad vc- vriV%tL (Sep rdeL Inspector! jC Dater 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 pts-o1qc, Project:T � Lt� 6 riq e of Inspection: k c\-% Pig ?__ Address:D <5155 53dA Z. Called: ate C Special Instructions: Date Wanted: Co_ ILi_ Z_c a.m� m. Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 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 ate 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: i ,5rk?a < tbi4l Type of Inspection: �I �'ic�S►Onf i-7a.1� 4�t Address: *0,35 /S Date Called: Special Instructions: Date Wanted: (19 Requester: Age Otei iecj< Phone No: r;2a —7g—j_, 026 9 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: LOT in;p4ctor Date: Le VI �A 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 1c7-0195 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: L-t TYpe of so be.vt H (.9 yStn'1 Lii- Address: ate Called: Special Instructions: Date Wanted: u -/7-0,0e-111: Requester: /1/,'"0-690 Phone No: rnrnO —10:29 JV,— / Approved per applicable codes. E Corrections required prior to approval. COMMENTS: 1#01 y psu i inspector (9_,0 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Date: —/7 7AT INSPECTION RECORD Retain a copy with permit On -019? 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: / 9ct: c Type of Insp tion: � Address: Com, /51/55 53A e Date Calle t7 Special Instructions: Date Wanted: 414_a.m. r1� "�/g 4 p.m. Requester: e'is d n ,,�/ Phone No: G/^jD Approved per applicable codes. —OM WIEMS: Corrections required prior to approval. 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. Do'B -o 99 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: Type of Inspection: Rrowtol Address: 151455 53 "l1_ 6. Date Called: Special Instructions: Date Wanted: Li -14 -ZO®j" a.m. p.m. Requester: Phone No: Approved per applicable codes. U Corrections required prior to approval. C MENTS: REINSPECTION FEE REQUIRED. Prior to next inspection: fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NUMBER 111 4 INSPECTION RECORD, Retain avcopy,with perthit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 ProjectSe,I- I r 4 51/11 vz Type of Inspection: ,--- ... f - - ( N A-, L_ -- Address: /-.--45 Suite #:$ Hrs.: ' Contact Person: ,, Special Instructions: Hood & Duct: ' < S Phone No.: i _Approved per applicable codes. Corrections required prior to approval. COMMENTS: Olr Flev, � �N — 0 VL - Gti joy Needs Shift Inspection: `7 Date: Sprinklers: Hrs.: Fire Alarm: Al • Hood & Duct: ' < S LL /1- favr+,‘ Pre -Fire: Monitor: .-.� --- Permits: r 6,61/1.1 -Al -Occupancy Type: R Inspector: 4- Date: -- h �/! g. Hrs.: j. $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc ikk 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Sprinklers: ; Type of Inspection:. 1t_ Address: 1 Suite #: 7 CYST' / 52 Ave S, Contact Pers6n: 0 ) Special Instructions: Phone No.: v IN—Approved per applicable codes. Corrections required prior to approval. COMMENTS: / i /r eA S Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: ----- G"".e r'Zfe-9 AG -- v , / elf of , /7i .- a 7 V v ---- 4-- ,A- ( 3 q he. Avgi e — 64.-r Jc,i0. I 1 = I 1 a /c 4 ci-fL cis -'7f I L j IF) 1, --ii 4 �•-- 1' C. C• ' ff`9 r'.2 + (�1 N �� v C 0 -14( -1 -ft. -t � t V i '_."7. /'G d id ("K 6 fr-p e,-fi` / Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: -62 Ali 5-3 Date: 7////g Hrs.: 0 wz,.v . - r / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc e 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit, -r- Q3) PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: /' <- <- `, ►^ b (L Type of Inspection: .Exp, Address: Suite #: 1Q I Contact Person: Special Instructions: ye Phone No.: -Approved per applicable,codes.• Corrections required prior to approval. COMMENTS: S3 } -7// U / I Sprinklers: j/ -e-4 Fire Alarm:_ ye t„ Hood & Duct: fr//1 Z- 1 C 4-- Pre -Fire: Monitor: Permits: ( 6) 7 S+2-- 2-'f 1 0 Occupancy Type: -- A,6= . A -/v oie,ce4 6 - ,--( — .s... „.(y -(C‹ , ' O' -t- ,,, +4.1 - f 1 / e - 110,1 - f�-r/Or ,fes ' , del tea+ k- .. Needs Shift Inspection: S3 Date: -7// U / I Sprinklers: j/ -e-4 Fire Alarm:_ ye t„ Hood & Duct: fr//1 Z- 1 C 4-- Pre -Fire: Monitor: Permits: ( 6) 7 S+2-- 2-'f 1 0 Occupancy Type: Inspector:— * S3 Date: -7// U / I Hrs.: y . u f $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc --T:F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit I2C 1-oi 7? rx—;-O 4-r CITY OF TUKWILA FIRE DEPARTMENT 206-57, 5-4407 INSPECTION NUMBER PERMIT NUMBERS Project: se4a....a,e_Type �tc v'42)k of Inspection: �� Address: ---c" r ( mvQ Contact Person: Suite #: i 1--, 4- c Special Instructions: Pre -Fire: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: '/-Q 5 Fire Alarm t/..5 Hood & Duct: Monitor: Pre -Fire: ,..� Permits: r Occupancy Type: Ai'd - D 0 Z ,:ay,i'kr-A-4- , lvt 1 -c -C 1 vt/y girt— J Y 1i l-I-eet d s a-vt- w/ !l./ -J I c_e,s v f Needs Shift Inspection: ,, Sprinklers: '/-Q 5 Fire Alarm t/..5 Hood & Duct: Monitor: Pre -Fire: ,..� Permits: r Occupancy Type: Inspector: 5.4,--- bate: W - f & Hrs.: ( $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 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 Aunust 2016 Project Info Compliance forms do not require a password to use. Instructional and calculating cells are wile- protected. Project Title: 1 - E. A-7 -A C CA 6 tro 0 - 7.7... Date q��5/zo/q Applicant Information. Provide contact information for individual Kim can respond to inquiries about compliance form information provided. For Building Department Use -L ,,t.. Company Name: TIMOTHY QUINN Company Address: 1423 36TH AVE, SEATTLE WA 98102 Applicant Name: YVIGNETTE TANG' Applicant Phone: 2063037811 Applicant Email: YVIGNETTE.TANG@GMAIL.COM Project Description • New Building ■ Addition f' Alteration 7, Plans Included Include PROJ-SUM form (included in envelope forms vtorkbook) wth 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 vtettage in Proposed Lighting Wattage table in LTG -INT -BLD or LTG -INT -SPACE form. For exterior lighting projects, include new + existing exterior lighting fixture vtattage in Proposed Tradable and Proposed Non -Tradable Lighting Wattage tables in LTG -EXT form. Interior and Exterior Lighting Alterations Select all Lighting Pouter Control elements that of the retrofit project. If combination of spaces 50% of the existing fixtures in some spaces, and fixtures are replaced in provide separate lighting compliance forms for conditions. Spaces undergoing type of retrofit may be lighting pouter compliance Refer to Section C503.6 requirements. All alteratiorREGE com�cO SEP 25 PERMIT and Lighting apply to the scope project includes a vthere less than are replaced 50% or more of the others, then pouter the Mc retrofit the same combined into one form. for additional all be (WILA 2017 CENTER beingmade to lighting space are not Lighting Power Interior lighting Parking garage Exterior lighting 50% or more of existing are replaced r, ■ ■ Less than 50% of existing are replaced • ■ ■ Lamp and/or ballast replacement only — existing total wattage not increased ■ ■ ■ 50% or more replaced - Total lighting potter of new + existing -to -remain fixtures shall comply wth 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 pouter of new + existing -to -remain fixtures shall not exceed the total lighting pouter 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 numberof luminaires for interior spaces and parking garages, and total installed vtettage for exterior luminaires. Lighting Controls Interior lighting Parking garage Exterior lighting New wiring installed to serve added fixtures and/or fixtures relocated to new circuit(s) C REV y ODE LOMPL ROVEty— 1AN ■ ■ IANCE LJ New or moved lighting panel Interior space is reconfigured - luminaires unchanged or relocated . I•.� ■ New wiring or circuit - For interi4 lighting, provide required manual controls per C405.2.3, occupancy sensor controls per C4b5 2.1, Cayµlr htt�respo} s ve controls per C405.2.4 and application specific lighting controls per C405.15a Fr etbnorrltghfmng i� 3ide required controls per C405.2.7. 001_11209 _Elk New or moved panel - Provide ali.appa/i itingicont?rols-as-noted for New Wiring and automatic time sutitch 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 No changes are • ge the interior or exterior systems and existing uses and configuration changed. Change of Space Use COR R E TION LTR# , _...- areas under -going a change in space use are upgraded to types per Tables C405.4.2(1) or C405.4.2(2). to the current Code in Proposed Lighting Wattage form. ■ Existing interior lighting systems in comply with LPAs for the new space Identity interior spaces requiring LPD upgrade table in LTG -INT -BLD or LTG -INT -SPACE — 11- 0i9 9 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: Fill this line out at top of LGT=SUM ' ^ Date 7/1/2016 Interior Lighting System Description 1 r. { A UPGRADE ALL LIGHTING BASED ON NEW LAYOUT OF TENANT IMPROVEMENT PROJECT. ALL LIGHTING SHALL USE LED FOR MORE ENERGY EFFICIENCY AND TO COMPLY WITH 2014 ELECTRICAL CODES. Interior Lighting Power Allowance Method Building Area Method ■ Space -by -space Method Select method used in project. Interior Lighting Controls n 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 wth C406.4, no less than 90% of the total installed interior lighting poorer shall comply Stith required controls per C406.4. Dwelling Unit Interior Lighting Permanently installed interior lighting fixtures in duelling units comply math: li 0C405.2 thru C405.5 Commercial Lighting Controls and LPA , 00406.3 High Efficacy Lighting 0 Exterior Lighting System Description .r7 fi fl l :tWAN jT r • .1 1. 4 vim Interior Lighting - Building Area Method LTG -INT -BLD 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: Fill this line out on LGT-SUM Date 7/1/2016 Calculation Area NOTE8 0 ei O Addition - O Addition stand alone + existing O Spaces where < 50% of . Spaces where 2 50% of O luminaires are replaced luminaires are replaced For Building Department Use LPA Calculation Type `Standard O Additional Efficiency Package Option0 el C406.3 Reduced Interior Lighting Power To complywth C406.3, the Proposed LPD shall be 25% lover than the Target LPA. . Refer to C406.3 for additional requirements. Maximum Allowed Lighting Wattag TE I Building Area Location (plan #, room #, or ALL) Area Description Gross Interior Area in ft2 Allowed Watts per ft2 Watts Allowed (watts/ft2 x area) Office ALL OFFICE SPACE 19664 0.66 12979 F-3 8 49 392 OFFICE F-4 20 49 980 OFFICE F-5 2 38 77 OFFICE F-6 2 34 68 OFFICE F-7 6 14 84 OFFICE F-8 11 14 154 OFFICE Total' 19664 12 Proposed Lighting Wattage Building Area Location (plan #, room #) Fixture Description NOTE 2, 3, 4, 5 Number of Fixtures Watts per Fixture NOTE 6 Watts Proposed OFFICE F-1 8 34 272 OFFICE F-2 54 16 864 OFFICE F-3 8 49 392 OFFICE F-4 20 49 980 OFFICE F-5 2 38 77 OFFICE F-6 2 34 68 OFFICE F-7 6 14 84 OFFICE F-8 11 14 154 OFFICE F-9 6 12 72 OFFICE F-10 22 22 484 OFFICE F-11 18 35 630 OFFICE F-12 2 31 62 OFFICE F-13 13 62 806 OFFICE F-14 4 90 358 OFFICE F-15 4 55 222 OFFICE F-16 58 3 145 OFFICE F-17 48 18 864 OFFICE F-18 10 30 300 OFFICE F-19 6 7 43 OFFICE F-20 7 4 28 OFFICE F-21 2 117 234 OFFICE F-22 8 12 96 OFFICE P-1 1 276 276 OFFICE P-2 1 39 39 OFFICE P-3 3 65 194 OFFICE P-4 4 45 178 OFFICE P-5 8 14 112 OFFICE P-6 2 88 176 OFFICE P-7 20 19 380 OFFICE P-8 1 30 30 OFFICE P -9A 1 16 16 OFFICE P -9B 1 24 24 Compliance by Building Area NO' Building Area Warnings Total Allowed Watts Total Proposed Watts Interior Lighting Power Allowance Office 12979 8660 COMPLIES Note 1 - List all unique building areas per Table C405.4.2(1) that occur in the Totals project scope. Select building area category from drop dowi menu. Note 2 - Proposed fixtures must be listed in the building area in Khich they occur. List all proposed lighting fixtures including exempt lighting equipment and existing -to -remain fixtures. Note 3 - For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), numberof 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 4 - For lighting equipment eligible for exemption per C405.4.1, note exception number and leave Watts/Fixture blank. Note 5 - 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 6 - For proposed Watts/Fixture enter the luminaire viettage for installed lamp and ballast using manufacturer or other approved source. 12979 I 8660 For luminaires Kith screw-in lamps, enter the manufacturer's listed maximum inputvtattage of the fixture (not the lamp Kettage). For low voltage lighting, enter the viettage of the transformer. For line voltage track/busviey systems, enter the larger of the attached luminaire Kiettage or 50 Ketts/lineal foot, or enter the voltage limitof permanent current limiting device. Note 7 - Proposed Wattage for each Building Area type shall not exceed the Allovmed Wattage for that Building Area type. Trading Kattage betvleen Building Area types is not allovied under the Building Area Method compliance path. Note 8 - Calculation Area Details: a. Lighting fixtures in a building addition may comply as a standalone project, or they may be combined Kith the overall existing building &r. RECEIVE BACKFLOWg az DCDA-II Double Check Detector Assembly 16 2018 IRECT The Deringer 30(x) SLA Check Detector Assembly prevents mizthEi6ivoRksollutants from entering a potable ,water supply system when backpressure and/or backsiphonage conditions occur. Used primarily on fire sprinkler systems when monitoring of unathorized water use is required. Sizes: 2%" 3" 4", 6", 8" Working Pressure: 10-175psi (0.7-12.1 bar) Temperature Range: 33°-140°F (1 °-60°C) End Connections - IPS Groove for Steel Pipe: AWWA C606 - Flange Adapters: ANSI B16.1 Class 125 Lead Free: 0.25% Maximum by Weight HORIZONTAL > UER UL CERTIFIED n.• �±�� LEAD FREE M11. APPp°vf0 tots C 51- A UJC511-07 APPROVED COMPLIANT V E R T I A L Lead Free Bronze Bypass Componets Integral Shut -Off Valves Indoor/Outdoor Application w7 Tiff ess del ulltsp ODE COMP APP Dual ActionTM Check Module • Po AV idn in.' Flow • SWiq AdtiorT a I lig i Flow CuFt or Gallons Bypass Meter DCDA II Single Check Bypass IANCE ED a per existent f Prewired Supervisory Switches Silicone Elastomer Check Discs L:__J' ). �J Grooved Ends Flange Adapters Available 0pecifications The Deringer 30(x) Double Check Detector Assembly shall utilize two independent Dual Action Check modules and two integral resiliently seated shut-off valves all of which shall be contained within a single rigid valve housing constructed entirely of 304 stainless steel. Both integral shutoff valves shall include pre -wired supervisory tamper switches contained within a weatherproof actuator housing approved for both indoor and outdoor use. Dual Action Check. modules shall operate as a "poppet style" check under low flow conditions, operate as a "swing style" check under high flow conditions and utilize replaceable silicone elastomer sealing discs. Assembly test cocks shall be handle -less and ,operate via a tamper resistant actuator. Assembly shall have a single full access service port and cover with an "inline" replaceable elastomer seal. The bypass assembly shall include a meter re istering either gallons or cubic feet, a single check valve and required test cocks. Assembly shall be serR�tll.Tsial tools and approved for both horizontal and vertical applications. Job Name: Job Location: Engineer: Approval: RECEIVED Contractor: CITY OF TUKWILA Approval: JAIL 16 2010 Contractor's P.O. No: Representative: IT CENTFR Backflow Direct, LLC • 2484 Mercantile Drive • Rancho Cordova • California • 95742 • United States of America Phone: 916-760-4524 Website: www.backflowdirect.com FlowPe o ee Pressure Loss (psid) Pressure Loss (psid Om) 18 16 14 12 1� 6 4 2 0 0 379 757 1136 1514 1893 2271 2650 3028 124 110 96 83 69 55 41 28 14 (kPa) 800 2'/i (30)' 3" (30) • 4" (30)- 16 14 12 10 8 6 4 2 0 100 200 300 400 500 �4 - Rated Flow A - UL Tested 0 - 15 fps) (Ipm) 1514 3028 4542 6056 600 700 Rate of Flow (gpm) Horizontal Orientation 7571 9085 MIN 8"(30) 6" (30x) 0 400 800 1200 1600 'Specific orientation & agency flow characteristics available on website 110 96 83 69 55 41 28 14 (kPa) 2000 2400 Rate of Flow(gpm) Horizontal Orientation l agures.s SZEgerifelg Size Model in mm Ht in mm Hb in mm L in mm Ec in mm 0 in mm H in mm W Weight Sc in mm lbs kg NPT 2% 65 30 3 80 30 4 100 30 6 150 30x 8 200 30 10.4 264 Vale.l-1! inle3{4' SIK rea Steel Valve Cover: 304 Stainless Steel 7.1 180 2.9 74 18.7 475 7.4 188 2.9 74 18.7 475 7.9 201 3,1 i.79 18.7 475 8.7 221 4.8'- 122 28.4 721 5.4 137 30.7 , :780 2 %a 65 3 80• 4 100 6 150 8 200 0.0 0 0.0 0 0.2 5 1.0 . 25 1.8 46 10.0 254 10.3 262 11.0 279 13.5 343 15.8 401 11.0 279 11.0 279 11.0 279 13.8 351 13.8 351 47 49 51 137 150 21 22 23 62 68 '/2fl SOV Disk!y SOV Shafts: Bypass Spring t [ 1,4 t P13M/304SS 304 Stainless Steel 302 Stainless Steel SOV Bearings: Teflon/Bronze Non Wetted Bolts: Grade 8 Zinc Plated Wetted Fasteners: 18-8 Stainless Steel All Check Disks: Sihcori' F) Bypass Components:LeadFra,e Broilze Backflow Direct, LLC • 2484 Mercantile Drive • Rancho Cordova • California • 95742. United States of America Phone: 916-760-4524 Website: www.backflowdirect.com Check Springs: 17-7 Stainless Steel Check Pins: 17-7/18-8 Stainless Steel Check Seatsc 1V041 Polymer (NSF) O-Ringk Bane -N (NSF) B� ypass Internals: ABS Polymer (NSF) From: Sent To: Subject: Alex Drew <ad@sdajnw.com> Friday, October 13, 2017 11:10 AM Ryan McMahan Hubbell Power Systems - Products for Electric Utilities, Telecommunications and Construction Industries FILE Hubbell Power Systems - Products for Electric Utilities, Telecommunications and Construction industries http://www.hubbeilpowersystems.com/enclosures/above-ground/fiberglass/small-fiberglass/flip- top/hotbox/HBLdefault.ass, Sent from Mail for Windows 10 RECEIVED JAN 16 2018 TUKWILA PUBLIC WORKS b'3 of cq REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 4 2018 City of %Willa CORRE ION LTR# RECEIVED CITY OF TUKWILA JAN 16 2018 PERMIT CENTER ES-LF009 For Health Hazard Applications Job Name Job Location Engineer Approval SEATAC LIGHTING T.I. LEAD FREE* Contractor Approval Contractor's P.O. No Representative TUKWILA P BLIG WuKtc5 RECEIVED JAN 16 2018 PROVIDE 1" RPPA Series LF009 Reduced Pressure Zone Assemblies Sizes: 1/4" - 3" (8 - 80mm) Series LF009 Reduced Pressure Zone Assemblies are designed to protect potable water supplies in accordance with national plumbing codes and water authority requirements. This series can be used in a variety of installations, including the prevention of health hazard cross - connections in piping systems or for containment at the service line entrance. The LF009 features Lead Free* construction to comply with Lead Free* installation requirements. This series features two in-line, independent check valves, captured springs and replaceable check seats with an intermediate relief valve. Its compact modular design facilitates easy maintenance and assem- bly access. Sizes 1/4" — 1" (8 — 25mm) shutoffs have tee handles. Features • Single access cover and modular check constr-uctio for ease of maintenance • TopentryREVIEWED FOR — all internals im k Opel ygo�;1ePL1ANCE • Captured springs'for safe paint en[.aarrkapDOVED • Internal relief valve for reduced inst�IT"a'fion Rearances • Replaceable seats for economical re a4ir 4 2018 J`k • Lead Free* cast copper silicon alloy bo construction for durabil 1/4" — 2" (8 — 50mm) • Fused epoxy coated cast iro bodyt2Y,�,�" ,�and ,� _and 8Omm) • Ball valve test cocks — scre�driver`si'ttetdPI� ' r-10mm) • Large body passages provis' �o�'rEp's�sVure3drd • Compact, space saving design • No special tools required for servicing Specifications A Reduced Pressure Zone Assembly shall be installed at each potential health hazard location to prevent backflow due to. backsiphonage and/ or backpressure. The assembly shall consist of an internal pressure differential relief valve located in a zone between two positive seating check modules with captured springs and silicone seat discs. Seats and seat discs shall be replaceable in both check modules and the relief valve. There shall be no threads or screws in the waterway exposed to line fluids. Service of all internal components shall be through a single access cover secured with stainless steel bolts. Body and shutoffs shall be constructed using Lead Free' cast copper silicon alloy materials. Lead Free* reduced pressure zone assembly shall comply with state codes and standards, where applicable, requiring reduced lead content. The assembly shall also include two resilient seated isolation valves, four resilient seated test cocks and an air gap drain fitting. The assem- bly shall meet the requirements of: USC; ASSE Std. 1013; AWWA Std. C511; CSA B64.4. Shall be a Watts Series LF009. • LF009 Test Cock No 3 CORREC ION Ball Type TR# Test Cocks Test Cock No. 2 First Check Module Assembly R.P. Zone Test Cock No. 4 Relief Valve Assembly Second Check Module Assembly Water Outlet Now Available WattsBox Insulated Enclosures. For more information, send for liter toe -WB. �CEIVED CITY OF TUKWILA NOTICE Inquire with governing authorities for local instjl, ti@n'Tir pts NOTICE P TpIC�I TIER The information contained herein is not i r product installation and safety information available or the experience • of a trained product installer. You are required to thoroughly read all installation instructions and product safety information before begin- ning the installation of this product. "'The wetted surface of this product contacted by consumable. water contains less than 0.25% of lead by weight. Watts product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Watts Technical Service. Watts resery the right to change or modify product design, construction, specifications, or materials with- out prior notice and without incurring -any obligation t ke such a s d modifications 1dlqsioqubseuenttY sold. %WATTS® Available Models: 1/4" - 2" (8 - 50mm) Suffix: QT ;quarter turn ball valves S - strainer LF - without shutoff valves PC internal polymer coating W/Press** - press inlet x press outlet (1" - 2" only) Prefix: U - uli � )�• . nion connections Available Models: 21/2" - 3" (65 - 80mm) Suffix: NRS - non -rising stem resilient seated gate valves OSY - UL/FM outside stem and yoke resilient seated gate valves S -FDA - FDA epoxy coated strainer QT -FDA - FDA epoxy coated quarter -turn ball valves LF - without shutoff valves Note: The installation of a drain line is recommended. When installing a drain line, an air gap is necessary (see ES -AG). Materials: 1/4" - 2" (8 - 50mm) Lead Free* cast copper silicon alloy body construction, silicone rubber disc material in the first and second check plus the relief valve. Replaceable';polyrner check seats for first and second checks. Removable Stairlle'steel'relief v'alve seat. Stainless steel cover bolts. ^'`r Standardly furnished with NPT body connections. Model LF009QT furnished with quarter -turn, full port, resilient seated, Lead Free* cast copper silicon alloy body ball valve shutoffs. Materials: 21/2" and"3" (65 - 80mm) • (FDA approved) Epoxy coated cast iron unibody with plastic seats • Relief valve with stainless steel seat and trim • Lead Free cast copper silicon alloy body ball valve test cocks Air Gaps and Elbows Pressure / Temperature Sizes 1/4" - 2" (8 - 50mm) Suitable for supply pressure up to 175psi (12.1 bar). Water temperature: 33°F - 180°F (0.5° - 82°C). Sizes 21/2" and 3" (65 and 80mm) are suitable for supply pressures up to 1 75psi (12.1 bar) and water temperature at 110°F (43°C) continuous, 140°F (60°C) intermittent. Standards USC ASSE No. 1013 AWWA C511 CSA B64.4 IAPMO File No. 1563. SP Approvals ASSE, AWWA, CSA, IAPMO Approved by the Foundation for Cross -Connection Control and Hydraulic Research at the University of Southern California. Approval models QT, PC, NRS, OSY. UL Classified 21" and 3" (65 and 80mm) with.OSY gate valves. 3/4" - 2" (20-50mm) without shutoff valves (-LF) (except LF009M3LF) MODEL for 909, 009 and 993 sizes DRAIN OUTLET in. mm in. DIMENSIONS A mm in. B mm WEIGHT lbs. kgs. 909AGA ''/a" -'/z" 009, Yz 13 2% 60 3' 79 0.625 0.28 %' 009M2/M3 909AGC t rFa}a,',,1 ,009/909, $ :"`".!1'.4f1/2".,0091142. 1 25 3'/ 83 4% 124 1.5 0.68 .,,'909AGF .' 4`711/4".-2' 009M0 2 51 4% 111 6% 171 3.25 1.47 r f c 1'/<"-3" 009/909, -t 2";009M2, 4"-6" 993 909AGK ` ' i ' '4"'-6" 909, 3 76 6% 162 9% 244 6.25 2.83 8"-10" 909M1 .909AGM•-.+'+, '...1,;810T.909' 4 102 7% 187 11'/ 286 15.5 7.03 *-909Et A ° %<"-'/z"`0'09, %" 009M2/M3 - - - - - - - - 909ELC %"-1" 009/909 - 2% 60 2% 60 0.38 0.17 * 909ELF 11/4'-2" 009M1, - - 3% 92 3% 92 2 0.91 11/4"-2" 009/909, 2" 009M2, 4"-6" 993 * 909ELH 2'/s"-3" 009/909 - - - - - - - - Vertical ** Viega ProPress® connections are optional factory -installed fitting on each end of the approved/certified assembly. A A B Dimensions - Weight Size: 1/4" - 2" (8 - 50mm) LF009 LF009 'A" – 2" SIZE (DN) in. mm in. A mm in. B mm in. DIMENSIONS C mm (APPROX) D in. mm in. L mm in M mm in N mm WEIGHT lbs. kgs. '/4 8 10 250 4% 117 3% 86 1'% 32 5'/2 140 2% 60 21/2 64 5 2 % 10 10 250 4% 117 3% 86 1% 32 5'/2 140 23/s 60 21/2 64 5 2 1 15 10 250 4% 117 3% 86 1% 32 512 140 2% 70 2'% 57 5 2 3/4 20 10% 273 5 127 31/2 89 11/2 38 6% 171 33/6 81 2% 70 6 3 1 25 141/2 368 512 140. 3 76 21/2 64 91/2 241 3% 95 3 76 12 5 1'% 32 17% 441 6 150 31/2 89 21/2 64 11% 289 4'/,6 113 3/ 89 15 6 11/2 40 17% 454 6 150 31/2 89 21/2 64 111/2 ' 283 4% 124 4 102 16 7 2 50 21% 543 73% 197 41/2 114 31% 83 131/2 343 55/s 151 5 127 30 13 Dimensions - Weight Size: 21/2" and 3" (65 and 80mm) LF009 STRAINER SIZE in. mm M in. mm DIMENSIONS (APPROX.) N in. mm Nit in. mm 21/2 65 10 254 612 165 • 93/4 248 3 80 101/8 257 7 178 10 254 WEIGHT lbs. kgs. 28 12.7 34 15.4 tClearance for servicing Watts G-4000 Series QT – Ball Valves MODEL SIZE DN in. mm in. A mm in. C mm in. DIMENSIONS D mm (APPROX.) E in. mm in. L mm in. R mm in. U mm WEIGHT lbs. kgs. LF009LF 2'/2 65 — — - — 41/2 114 — — 1818 460 . — — 10% 270 76 34.5 LF0090SY 2'/2 65 33'/4 845 15% 403 41/2 114 16% 416 1818 460 7% 197 10% 270 166 75.3 LF009NRS 2'/2 65 33%4 845 11% 289 41/2 114 16% 416 181/2 460 7% 197 10% 270 161 73.0 LF009QTFDA 2'/2 65 33'/4 845 6 152 41/2 114 16% 416 181/2 460 7% 197 10% 270 150 68.0 LF009LF 3 80 — — — — 41/2 114 — — 181/2 460 — — 10% 270 76 34.5 LF0090SY 3 80 34'/4 870 181/2 470 41/2 114 16% 422 181/2 460 8% 222 10% 270 198 89.8 LF009NRS 3 80 34'% 870 12% 324 41/2 114 16% 422 181/2 460 8% 222 10% 270 191 86.6 LF009QTFDA 3 80 34'% 870 7 178 41/2 , 114 16% 422 18'/e 460 8% 222 10% 270 158 71.7 Capacity Performance as established by an independent testing laboratory. kPa psi 138 20 117 17 96 14 76 11 55 8 35 5 '/4" (8mm) LF009QT _" �P 0 .25 .60 .75 1 1.17 gpm 0 .95 1.9 2.9 3.8 4.5 Ipm kPa psi 138 20 117 17 96 14 76 11 55 8 35 5 6P O 3/4" (10mm) LF009QT kPa psi 172 25 138 20 103 15 69 10 35 5 .25 .50 :75 1 1.25 1.50 2.5 3.1 gpm .95 1.9 2.9 3.8 4.8 5.7 9.4 11.8 Ipm 'h" (15mm) LF009QT * 0 1 2.5 5 7.5 10 12.5 15 gpm OP 0 3.8 9.5 19 28.5 38 47.5 57 Ipm 5 7.5 15 fps 1.5 2.3 4.6 mps kPa psi 207 30 165 24 124 18 83 12 41 6 0 0 02 OP 07.6 3/4" (20mm) LF009M3QT f kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 AP O 6 10 14 18 22 26 30 34 38 42 46 gpm 23 38 53 68 84 99 114 129 144 160175 Ipm 7.5 15 fps 2.3 4.6 mps 1" (25mm) LF009M2QT * 5 10 20 19. 38 76 7.5 2.3 30 40 50 114 152 190 15 4.6 %WATFS® 60 70 80 gpm 228 266 304 Ipm fps mps *Typical maximum system flow rate (7.5 feet/sec., 2.3 meters/sec.) 11/4" (32mm) LF009M2QT kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 OP 0 kPa psi 207 30 172 25 138 20 103 15 69 ' 10 35 5 0 0 61) O 10 20 30 40 50 60 70 80 gpm 38 76 114 152 190 228 266 304 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 11/2" (40mm) LF009M2QT * kPa psi 207 30 172 25 138 20 103 15 69 10 35 (5 0 0 AP O 10 20 30 40 50 60 70 80 90 100 110120 gpm 38 76 114 152 190 228 266 304 342 380 418 456 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 2" (50mm) LF009M2QT * kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 AP 0 20 40 60 80 100 120 140 160 180 200 gpm 76 152 228 304 380 456 532 608 684 760 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 • 4.6 mps 21/2" (65mm) LF009 * • kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 25 50 75 100 125 150 175 200 225 250 gpm 05 10- 295 380 475 570 665 760 885 950 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 3" (80mm) LF009 OP 0 25 50 75 100 125 150 175 200 225 250 275 300 325 gpm 0 95 190 285 380 475 570 665 760 855 950 104511401235 Ipm 5 7.5 10 fps 1.5 2.3 3.0 mps ES-LF009 1736 USA: T: (978) 689-6066 • F: (978) 975-8350 • Watts.com Canada: T: (905) 332-4090 • F: (905) 332-7068 • Watts.ca Latin America: T: (52) 81-1001-8600 • Watts.com © 2017 Watts City of Tukwila Department of Community Development 6300 Southcenter Bouolevard, Suite #100 Tukwila, Washington 98188 Re: SeacTac Office TI 15455 53rd Ave S Permit Number #D17-0199 January 25, 2018 To Whom It May Concern, RECEIVED CITY OF TUKWILA JAN 2 5 2018 PERMIT CENTER I'm writing this letter in regards to reactivating/extending a recently expired permit #D17-0199. I had recently submitted this permit with corrections made on January 16th and was notified that I would not need to write this letter as action was taken care prior to the expiration date. Regardless, in any case I just received notice that the permit has just been approved and would like to have you re -open this permit. Please contact me once this action has been achieved. I can be reached via email at Yvignette.tang@gmail.com or phone at 206.303.7811. Thank you for your understanding and time and I look to hear from you soon. Thank you Best Regards, Yvignette Tang IRequest for Extensio # Current Expiration Date: 1 Extension Request: Approved for days Denied (provide explanation) Signature/initials Timothy Quinn, Architect 206.81. 400 I tim@tonkinarchitecure.com Date: January 16, 2018 To: City of Tukwila Dept. of Community Development 6300 Southcenter Blvd. Suite #100 Tukwila, WA 98188 Attention: Bill Rambo, Public Works From: Timothy Quinn, Architect 1423 36th Ave. Seattle, WA 98122 (206) 816-4400 I tim@tonkinarchitcture.com Project: SeaTac Lighting Tenant Improvements Development Application # D17-0199 Foster's Building 15455 53rd Ave. S. Tukwila, WA 98188 Description: Public Works - Permit Re -submittal plans & comments response. CORRE TIOM LTR# RECEIVED CITY OF TUKWILA JAN 16 2018 PERMIT CENTER Regarding Public Works' letter dated 8/3/2017 (attached for reference,) please see attached plans listed above, and the following corresponding numbered responses, and related attachments: 1. Please see attached Public Works permit fee estimate sheet, and attached check for $3,850 to City of Tukwila, which includes the Public Works Permit Application fee of $250 plus $3,600 for the Traffic Concurrency Certificate Application. 2. (2) copies completed Non -Residential Sewer Use Certificate. 3. (2) copies Traffic Concurrency Certificate Application, and attached check which also includes the $3,600 application fee. 4. (2) copies Trip Generation calculation and memo from DKS Engineering. 5. a. (2) copies each of full size (24"x36") city approved Plumbing Permit drawings, addressing required improvements to the Domestic Water and Fire Systems work, including location, size and model # of the new RPPA (Watts 1" LF009), proposed to be installed in an above ground "Hubble" hot box on new min. 4" thick concrete slab. Also see attached cut sheets. RPPA to be installed immediately downstream of the existing 1" domestic water meter. See c. below for more info re: DCDVA. b. The Owner will have a certified tester test and provide results to Public Works for the existing 1" Landscape Irrigation backflow device (DCVA.) Timothy Quinn, Architect 1423th Ave. Seattle, WA 98122 206.816.4400 "%' c. (2) copies Fire Sprinkler Plan w/ Details - The existing non -testable single check valve assembly will be removed, and a new "Deringer 30x" DCDVA backflow device will be installed on the fire line system. Per previous conversation between the fire sprinkler subcontractor, Archer Construction, and Mike Cusic at City of Tukwila, it was confirmed that the existing single check could be removed, then new pipe installed in its place, and the new DCDVA could be installed inside the building adjacent to the existing fire riser. The existing pipe from the existing single check to the new DCDVA will be pigged to clean of debris. Also per same conversation, the existing FDC connection will be removed and a new FDC will be installed on the exterior wall of the building with a new Storz adapter. Fire sprinkler and alarm design and permits are by separate submittals. Please feel free to let me know any questions if needed. • Sincerely, r �+T alo y q n, Architect (206) 816-4400(��1 tim@tonkinarchitecture.com 1. ();ti4. Jim Borrelli, John Borrelli — Owners, SeaTac Lighting Yvignette Tang — Interior Designer Anders Bjorn — Colvos Construction, General Contractor 12/1/2017 O City of Tukwila Department of Community Development YVIGNETTE TANG 10700 NE 4TH ST, UNIT 426 BELLEVUE, WA 98004 RE: Permit Application No. D17-0199 SEATAC LIGHTING 15455 53RD AVE S Dear YVIGNETTE TANG, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 7/20/2017, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of COMMENTS OUT and is due to expire on 1/20/2018. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, e `� Isiey Permit Technician File No: D17-0199 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 October 04, 2017 City of Tukwila Department of Community Development YVIGNETTE TANG 10700 NE 4TH ST, UNIT 426 BELLEVUE, .WA 98004 RE: Correction Letter # 2 DEVELOPMENT Permit Application Number D17-0199 SEATAC LIGHTING - 15455 53RD AVE S Dear YVIGNETTE TANG, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: PW DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments. • 1. Provide a completed Public Works permit fee estimate sheet as part of this Building permit (or) separate Public Works permit. (For Public Works activities only including — domestic water backflow (RPPA w/HotBox), fire backflow (DCDVA), and a Storz adapter installed on the existing Fire Department Connection (FDC). (PW Bulletin A2 previously provided) 2. Prior to issuance of this Building permit pay a Traffic Concurrency Test fee in the amount of $3,600.00. Fee based on between 10,001 and 20,000 sq. ft. (GFA) for Office. 3. Prior to issuance of this Building permit pay a Transportation Impact Fee in the amount of $21,224.00. City Engineer to approve final transportation impact fee amount. 4. In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross -connection control program to protect the public water system from contamination via cross -connection. The City has determined that the SEATAC LIGHTING building has deficiencies on domestic, fire, and irrigation backflow devices; requiring the following upgrades. a) Domestic Water Service A Reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure Backflow Assembly (RPBA), shall be installed immediately downstream of the existing 1 -inch domestic water meter. Installation at another location requires approval by the Director of Public Works. The RPPA shall be installed in a Hot Box/Hot Rock or equal freeze protection enclosure anchored to a minimum 4" thick concrete pad. Public Works recommends, but does not require, a power supply for the freeze protection enclosure. Please specify RPPA size, manufacturer, and model number on a plan sheet and submit a cut sheet for the proposed device. Show location of the new RPPA on a plan sheet. b) Landscape Irrigation The annual test required by the Washington State Department of Health for the existing 1" irrigation backflow device (DCVA) is overdue for testing. Please have the backflow device tested by a certified tester and submit passing test reports to Public Works. The irrigation backflow device is located at the North side of the building by the meter. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 c) Fire Prevention The existing fire line connection has a non -testable single check valve assembly. A (DCDVA) backflow device shall be installed on the fire line system. Install a Storz adapter on the existing Fire Department Connection (FDC). As I have enclosed Public Works Bulletin C5 (design and installation requirements for cross connection control), which spells out design and installation requirements for cross connection control. The Public Works Director will withhold issuance of this Tenant Improvement permit until the backflow issues are resolved. The Permit Center must receive plans for the subject backflow items as part of this Building permit no. D17-0119 (or) as part of a separate Public Works permit. Owner/Applicant can post a bond for these items in the amount equal to 150% of the design, installation, and testing cost of required backflows together with a letter from the Owner of the Building, stating the installation will be completed by a certain date. NOTE: If you need assistance in locating a backflow in the field (and/or) have questions regarding backflow testing, please contact Todd Reedy, Water Quality Specialist, Tukwila Water Department — Minkler Shops, directly at (206) 571-6309. Todd.Reedy@TuwilaWA.gov • Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. D17-0199 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Timothy Quinn, Architect 206.816.4400 TRANSMITTAL Date: September 25, 2017 To: City of Tukwila Dept. of Community Development 6300 Southcenter Blvd. Suite #100 Tukwila, WA 98188 From: Timothy Quinn, Architect 1423 36th Ave. Seattle, WA 98122 (206) 816- 4400 Project: SeaTac Lighting Tenant Improvements Development Application # D17-0199. Foster's Building 15455 53rd Ave. S. Tukwila, WA 98188 Copies: (2) sets of 24"x36" drawings, stamped, signed and dated 8/25/2017 RECEIVED CITY OF TUKWILA Description: Building Permit Re -submittal plans CORRECTION LTR# SEP 2 5 2011 Remarks: Regarding the Building Dept. letter from 8/3/2017, please see attached (2) full' sets of plans Revision Submittal form, and responses to comments as follows: 1. See attached (2) copies of completed 2015 WA State Energy Code "LIGHTING SUMMARY" Compliance Forms for Commercial Buildings. 2. See revised cover sheet 1-0.0 with updated'code dates. 3. See revised detail #'s 2 / 1-9.2 and 4 /1-9.2, now each shown with consistent 2" ceiling closure angle. PERMIT CENTER 4. The ADA restrooms have been revised so that no obstructions are within the 5'-0" required water closet clearance zone. Also note that the ADA stalls are now within the main restroom. The scale on 1-7.1 has also been corrected. It is 3/8" = 1'-0" for the interior elevations as well as the enlarged r.r. plan. 5. An accessible drinking fountain has been provided — see revised plan 1-2.1, 1-3.1, and enlarged restroom plan 1-7.1. 1423 36th Ave. Seattle, WA 98122 Dn-o�qq 206.816.4400 6. All drawings are stamped, signed and dated 8/25/2017 by the architect. (Specifications are not being submitted.) Regarding Public Works' comments, see the following responses and related attachments: 1. A Public Works permit fee estimate will be submitted via, separate, deferred submittal. 2. See attached (2) copies completed Non -Residential Sewer Use Certificate. 3. See attached (2) copies Traffic Concurrency Certificate Application. The $3,600 fee will be submitted with confirmation of the fee amount by Public Works, along with the deferred PW submittal. 4. See attached (2) copies Trip Generation calculation and memo from DKS Engineering. 5. Response to comments 5-a through 5-c will be by deferred PW submittal. Sincerely A -4i y 6i.Architect 1• -sr t' (206')' 816'' 4400 tim@tonkinarchitecture.com cc: Jim Borrelli, John Borrelli — Owners; Yvignette Tang — Interior Designer kz 2 DKS 719 Second Avenue, Suite 1250 Seattle, WA 98104-1706 206.382.9800 www.dksassociates.com MEMORANDUM DATE: September 18, 2017 TO: John Borrelli, SeaTac Lighting & Controls FROM: Richard Hutchinson, PE, DKS Associates Christian Thompson, EIT SUBJECT: 15455 53rd Avenue South Trip Generation Comparison The purpose of this memorandum is to compare the trips generated from the existing use of a building in Tukwila to a new use. The building is located at 15455 53rd Avenue South, Tukwila, WA 98188 and is identified on King County Tax Maps as #115720-0044. The building has been in use as a furniture store within the last year. TRIP GENERATION To produce an accurate comparison of trip generations between the existing] and proposed land uses, the latest edition of the Institute of Transportation Engineers (ITE) Trip Generation Manual, 9th Edition was used. The 9th edition is the latest available edition. Trip Comparison The existing building has a gross floor area (GFA) of 19,664 square feet, according to the original site plan documents. The building was in use within the last year as a home furniture store, which corresponds to the ITE Land Use Code 890: Furniture Store. The proposed project involves only changing the use of the existing building. No modifications will be constructed that change the GFA of the building. The only change will be the use, which is proposed to be office space. This corresponds to ITE Land Use Code 710: General Office. The average rate of trips generated in the PM peak hour per 1,000 square feet of GFA for both land uses is compared in Table 1 below. CORRECTION, LTR p17=-099 RECEIVED CITY OF TUKWILA SEP 25 DV PERMIT CENTER Seattle, WA • Portland, OR • Salem, OR • Oakland, CA • Sacramento, CA • Anaheim, CA • Austin, TX DKS Page 2 Table 1': Trip Generation Comparison Description Proposed Use ITE Code Quantity Units --_ Average Trips PM Peak Hour Enter Exit Total General Office Building 710 19.664 KSF 5 24 29 Existing Use Furniture Store - 890 19.664 KSF 4 5 9 Net Difference +1 +19 +20 As shown in Table 1 above, the proposed use generates 20 more trips than the existing use. This would correspond to building a 13,100 -square foot office building, as shown in Table 2 below. Table 2: Net Trip Increase Equivalent Description General Office Building ITE Code 710 Quantity 13.1 Units KSF Average Trips IPM Peak Hour Enter Exit Total 3 17 20 An office development of this size would be responsible for a $3,600 concurrency application fee, as shown in the City of Tukwila Traffic Concurrency Certificate Application. . CONCLUSIONS . . The existing building at 15455 53rd Avenue South in Tukwila, WA is a 19,664 -square foot furniture store. •The proposed project would convert it into a 19,664 -square foot office building. The new use would generate 20 more trips in the. PM peak hour than the existing use, and will equate to a $3,600 traffic concurrency application fee. 15455 53rd Avenue South Trip Generation Comparison September 18, 2017 August 03, 2017 City of Tukwila Department of Community Development YVIGNETTE TANG 10700 NE 4TH ST, UNIT 426 BELLEVUE, WA 98004 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D17-0199 SEATAC LIGHTING - 15455 53RD AVE S Dear YVIGNETTE TANG, 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. Provide a completed 2015 Washington State Energy Code "LIGHTING SUMMARY" Compliance Forms for Commercial Buildings available online at: http://www.neec.net/energy-codes (scroll down to center of page "2015 WSEC Commercial Provisions - Compliance Forms"). 2. Some referenced codes on the cover sheet shall need updating; electric code 2014, accessible code 2009 and uniform plumbing code 2015 to include the 2015 WSEC. 3. Sheet I-9.2 ceiling closure angle indicated 7/8" detail #2 and 2" #4. Revised to show consistency with the 2" ceiling closure angle detail. 4. The ADA toilet clearance does not appear to meet accessible codes. No other fixtures or obstructions shall be within the 5'0" required water closet clearance. Also, the details on sheet I-7.1 shows 1/4" scale which apparently is not the correct scale. Review the details to show the correct scale on drawings and details. Revise floor plan to allow the correct clearance at the ADA toilet from other fixtures. (2009 ANSI 604.3.3) 5. Show where an accessible drinking fountain shall be installed. (IBC 2902.5.1) 6. Architects signature does not have the date of signature. Provide plan with all sheets stamped, signed and with date of signature. Refer to General note above. Note: Contingent on response to these corrections, further plan review may request for additional corrections. PW DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments. • 1. Provide a completed Public Works permit fee estimate sheet as part of this Building permit (or) separate Public Works permit. (For Public Works activities only including — domestic water backflow (RPPA w/HotBox), fire backflow (DCDVA), and a Storz adapter installed on the existing Fire Department Connection (FDC). (see PW Bulletin A2 enclosed) 2. Complete and provide a Non -Residential Sewer Use Certificate. (See enclosed) 3. Provide a completed Traffic Concurrency Certificate Application as part of this Building permit. Test Fee based on between 10,001 and 20,000 gross floor area (for Office) is $3,600.00. (see enclosed application). NOTE: A Traffic Concurrency Test Fee will apply if there are any new PM peak hour trips. 4. A Transportation Impact Fee applies (generates any new PM peak hour trips) to this Building permit. Applicant shall submit a Trip Generation calculation based on the ITE Trip Generation Manual, 9th Edition (or) most current edition. 5. In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross -connection control program to protect the public water system from contamination via cross -connection. The City has determined that the SEATAC LIGHTING building has deficiencies on domestic, fire, and irrigation backflow devices; requiring the following upgrades. a) Domestic Water Service A Reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure Backflow Assembly (RPBA), shall be installed immediately downstream of the existing 1 -inch domestic water meter. Installation at another location requires approval by the Director of Public Works. The RPPA shall be installed in a Hot Box/Hot Rock or equal freeze protection enclosure anchored to a minimum 4" thick concrete pad. Public Works recommends, but does not require, a power supply for the freeze protection enclosure. Please specify RPPA size, manufacturer, and model number on a plan sheet and submit a cut sheet for the proposed device. Show location of the new RPPA on a plan sheet. b) Landscape Irrigation The annual test required by the Washington State Department of Health for the existing 1" irrigation backflow device (DCVA) is overdue for testing. Please have the backflow device tested by a certified tester and submit passing test reports to Public Works. The irrigation backflow device is located at the North side of the building by the meter. c) Fire Prevention The existing fire line connection has a non -testable single check valve assembly. A (DCDVA) backflow device shall be installed on the fire line system. Install a Storz adapter on the existing Fire Department Connection (FDC). I have enclosed Public Works Bulletin C5 (design and installation requirements for cross connection control), which spells out design and installation requirements for cross connection control. The Public Works Director will withhold issuance of this Tenant Improvement permit until the backflow issues are resolved (or) the Permit Center receives plans for the subject backflow items. Applicant can post a bond for these items in the amount equal to 150% of the design, installation, and testing cost of required backflows together with a letter from the Owner of the Building, stating the installation will be completed by a certain date. NOTE: If you need assistance in locating a backflow in the field (and/or) have questions regarding backflow testing, please contact Todd Reedy, Water Quality Specialist, Tukwila Water Department — Minkler Shops, directly at (206) 571-6309. Todd.Reedy@TuwilaWA.gov 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. c� o In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. D17-0199 David McPherson From: Sent: To: Subject: Todd Reedy Wednesday, July 26, 2017 7:25 AM David McPherson RE: backflow at 15455 53rd Ave. South — SEATAC Lighting — D17-0199 Good Morning David, The backflow preventer status at 15455 53rd Ave South: -No RPBA installed on 1" domestic service for premise isolati -We do not have a record of any testable backflow assembly valve. It is either inside or in a manhole outside that is burie -There is a 1" DCVA on the irrigation system connection that building by the meter. -The FDC needs to have a Storz adapter installed. Let me know if you need any additional information, Todd on. on the fireline connection. It is most likely a single check d. is overdue for testing. It is located on the north side of the From: David McPherson Sent: Tuesday, July 25, 2017 10:20 AM To: Todd Reedy <Todd.Reedy@TukwilaWA.gov> Cc: Joanna Spencer <Joanna.Spencer@TukwilaWA.gov> Subject: backflow at 15455 53rd Ave. South — SEATAC Lighting — D17-0199 Todd, Please let me know, if backflow is current at 15455 53rd Ave. South - SEATAC Lighting — D17-0199. Thank you. Dave 1 QERMIT COORD COPY ° PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0199 DATE: 01/16/18 PROJECT NAME: SEATAC LIGHTING SITE ADDRESS: 15455 53 AVE S Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 2 Revision # after Permit Issued DEPARTMENTS: Building Division ❑ Public Works Fire Prevention Structural n Planning Division CPermit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 01/18/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 02/15/18 Approved Corrections Required ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW ❑ Staff Initials: 12/18/2013 9ERMIT COORD COPY,- ° PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0199 PROJECT NAME: SEA TAC LIGHTING SITE ADDRESS: 15455 53 AVE S Original Plan Submittal X Response to Correction Letter # 1 DATE: 09/25/17 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: A -J0* 1 Building Division 'NV\ COVsf Public Works Fire Prevention Structural C Planning Division n Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 09/26/17 Structural Review Required REVIEWER'S INITIALS: DATE: 111 APPROVALS OR CORRECTIONS: DUE DATE: 10/24/17 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: D -1+-(7 Departments issued corrections: Bldg ❑ Fire 0 Ping 0 PW' Staff Initials: 12/I8/2013 PERMIT COORD COPY C) PLAN REVIEW/ROUTING SLID' PERMIT NUMBER: D17-0199 DATE: 07/20/17 PROJECT NAME: SEATAC LIGHTING SITE ADDRESS: 15455 53RD AVE S X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Butdineion M lic Works 111111, \ kivm 11914n Fire Prevention Structural lanniOR 1141 ng Divis:.on Permit CoordiiEtor ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 07/25/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08/22/17 Approved Corrections Required ❑ Approved with Conditions ❑ (corrections entered in Reviews) Denied (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: *Permit Center Use Only CORRECTION LETTER MAILED: 6- s‘(3 Departments issued corrections: Bldg E Fire 0 Ping 0 PW — Staff Initials: U V� isnano 3 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1 ( I zb 1 Plan Check/Permit Number: ❑ Response to Incomplete Letter # [✓]' Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: 5 k Ax (.(eN f f-) O(1'7 Project Address: aS7 n_ S j?j ul V 1t) 45 "V" As S S. (u 1 ut/ Wrc Contact Person: 1 t4 0011-5P Phone Number: 20 P iG ¢ 4-o o 49818 Summary of Revision: -e frwV 1(,(,---5-5o1) ( P G z uj &L S to n1 M -T L —J5 / 962W .bC.gr r— RECEIVED CITY OF TLIKUVIL JAN 16 2018 FERMI ChNm Er Sheet Number(s): 17/00 Poi 01 I'/ 6 "Cloud" or highlight all areas of revision including Received at the City of Tukwila Permit Center by: Entered in TRAKiT on I_"` l0 4 6 e of revi 'on W:\Permit Center (Brenda)\Forms\Permit Center Documents (Word)\Revision Submittal Form.doc Revised: August 2015 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Z 120 1`1 Plan Check/Permit Number: D 17-+01'99 Response to Incomplete Letter # Response to Correction Letter # 1 Revision # after Permit is Issued Revision requested by a. City Building Inspector or Plans Examiner Project Name: SeaTac Lighting Project Address: 15455 53 Ave S Contact Person: -OM Q V ( N hj Summary of Revision: k Phone Number: '[ RECEIVED CITY OF TUKWILA SEP 252017 PERMIT CENTER 206 81 'taw f" L Pot) Sheet Number(s): "Cloud" or highlight all areas of revision including Received at the City of Tukwila Permit Center by: '0— Entered in TRAKiT on' -)1 I/ 7 C-5 of revision \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: Non -Residential Sewer Use Certification Sewage Treatment Capacity Charge To be completed for all new sewer connections, reconnections or change of use of existing connections. Please Print or 'type .16495 5301) PKWS . Property Street Address Tu:rl t wA City State fitn� eoer U -i Owner's Name 440 S . 131•7'14 la1.VD E • Owner's Mailing Address lUog.Wi(.pc WA City State 2bb, 595. 4$65 . Owner's Phone Number including Area Code • //01.. 5+5 . bf (95 Qgier ZIP 41g 1 log ZIP Property Contact Phone Number including Area Code Party to be Billed (if different from owner) Address City State ZIP A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture units Na of Fixtures Total Fixture Units Fublic Public Private Public Private Bathtub and Shower 4 4 -- Shower, per head Shower, 2 2 Dishwasher 2 2 2 a 4 Drinking fountain (each head) 1 .5 2. o 2 - Hose bibb (interior) 2.5 2.5 ^- Qothes washer or laundry tub 4 2 Sink, bar or lavatory 2 1 9 O 1 g Sink, Clinic flushing 8 8 Sink kitchen 3 2 I p 3 Sink other (service) 3 1.5 — Sink, wash fountain, clrde spray 4 3 .- Urinal, flush valve, 1 GPF 5 2 2. o 10 Urinal, flush valve, >1 GPF 6 2 -- Water closet, tank or valve, 1.6 GPF 6 3 8 o 41? Water closet, tank or vahre, >1.6 GPF 8 4 -, Total Fixture Units Residential Customer Equivalent (ROE) 20 fixture units equal 1 0 RCE Total Fixture Units _ 20 4.2.6 RCE 86 King County Department of Natural Resources and Parks . wastewater Treatment Division For King County Use Only Account # No. of RCEs Monthly Rate Property Tax ID # i 16'110 - 0i,g4 Subdivision Name Lot it Subdiv. # Block # Building Name (if applIcable00frOBE)rOgteets Eu.itrW W1 City or Sewer District 'iLt.i441 LA . Date of Connection Side Sewer Permit # Please report any demolitions of pre-existing structures On this property. Credit for a demolition may be given under some circumstances. (See King County Code 28.84.050, 0.5) Demolition of pre-existing structure? ❑ Yes ,tNo Was structure on Sanitary Sewer? ❑ Yes 4w No Was Sewer connected before 2/1/90? Yes 0 No Sewer disconnect date Type of structure demolished Request to apply demolition credit to multiple structures? ❑ Yes 0 No 8. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility/Process: RECEIVED CITY OF TUKWILA Estimated Wastewater Discharge: SEP 2 5 2011 Gallons/days Residential Customer Equivalenb&IRIOMI CENTER 187 gallons per day equals 1.0 Total Discharge (gal/day) _ RCE 187 C. Total Residential Customer Equivalents: (add A & B) A +B = 4. 2.5 0 Total RCE Pursuant to King County Code 28.84.050, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the Metropolitan King County Council at a rate per month, per residential customer or residential customer equivalent, for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this tor' should be referred to King County's Wastewater Treatment Division at 206-477-5516. I understand that the information given is correct. I understand that the capacity charge levied will be based on this information. I understand that any deviation may result in a revised capacity charge. Signature of Owner/Representative Print Name of Owner/Representative CORRECTION! LTR#�_ b.... 44, COLVOS CONSTRUCTION LLC 0 Home Espanol Contact Safety & Health Claims & Insurance Washington State Department of Labor & Industries 0 Search L&I Page 1 of 2 A-Zlndex Help My 1.,&I Workplace Rights Trades & Licensing COLVOS CONSTRUCTION LLC Owner or tradesperson Principals PAGE, DEVIN W, MANAGER Doing business as COLVOS CONSTRUCTION LLC WA UBI No. 604 063 067 711 COURT C TACOMA, WA 98402 253-844-4640 PIERCE County Business type Limited Liability Company License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. COLVOCL832CZ Effective — expiration 02/09/2017— 02/09/2019 Bond ........_....... North American Spec Ins Co Bond account no. 2250169 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 02/09/2017 02/09/2017 Expiration date Until Canceled Insurance .................... _ ..... Continental Insurance Co $1,000,000.00 Policy no. C6045885732 Received by L&I Effective date 01/11/2018 01/12/2017 Expiration date 01/12/2019 Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts .............. ......... . No L&l tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Help us improve https://secure.ini.wa.gov/verify/Detail.aspx?UBI=604063067&LIC=COLVOCL832CZ&SAW= 1/30/2018 COLVOS CONSTRUCTION LLC IWorkers' comp 0 Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID Account is current. 639,798-00 Doing business as COLVOS CONSTRUCTION LLC Estimated workers reported Quarter 3 of Year 2017 "7 to 10 Workers" L&I account contact T2 / MATT PEDERSEN (360)902-5476 - Email: PEDM235@Ini.wa.gov Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes ........................................................ No strikes have been issued against this contractor. Contractorsnot allowed to bid ....................................._..................................................... No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. Page 2 of 2 © Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=604063067&LIC=COLVOCL832CZ&SAW= 1/30/2018 • t ea ac ���y orf � �1�r'Wi3 z'��' �?9�rr�i'ii 7 �raa. �L ztin Foster's Building SITEIPROJECT LOCATION: 15455 53RD AVE. S TUKWILA, WA 98188 ip Key Plan Scale: 1/32"=1'-0" REVISIONS No changes shell be made to the scope of work withnut prior approval of Tukwila Building Division_ T S tviz ors will require a new pian submittal of m inetude additional pian review fees_ REVIEWED FOR CODE COMPLIANCE APPROVED 'JAN 2 1 X010 FILE COPY Permit No, Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledges By: Date: �^So—'2) City of Tukwila BUILDING DIVISION Abbreviations: NC ACT AFF ALT. APPROX. BD BLDG BLK BLKG BOT B/S BU CAB CLG CLR COL CONC CONS CONT CORR CPT CT CTR DEMO DTL DF DIA DIM DN DR DWG DRW E EA EL ELEC ELEV EQ EQUIP EST EXIST EXP FEC FF FH FIN FLR FLUOR FOIC FOS FOF FT FUR GA GC GL GWB HC HDR HDWR HM HORIZ HR HT HVAC INSUL INSULATION AIR CONDITIONING ACOUSTICAL CEILING TILE ABOVE FINISH FLOOR ALTERNATE APPROXIMATE BOARD BUILDING BLOCK BLOCKING BOTTOM BUILDING STANDARD BUILT UP CABINET CEILING CLEAR(ANCE) COLUMN CONCRETE CONSTRUCTION CONTINUOUS CORRIDOR CARPET CERAMIC TILE CENTER DEMOLITION DETAIL DRINKING FOUNTAIN DIAMETER DIMENSION DOWN DOOR DRAWING DRAWER EAST EACH ELEVATION ELECTRICAL ELEVATOR EQUAL EQUIPMENT ESTIMATE EXISTING EXPANSION FIRE EXTINGUISHER CABINET FACTORY FINISH FULL HEIGHT FINISH(ED) FLOOR FLUORESCENT FURNISH BY OWNER, INSTALL BY CONTRACTOR FACE OF STUD(S) FACE OF FINISH FOOT/FEET FURRED/FURRING GAUGE GENERAL CONTRACTOR GLASS/GLAZING GYPSUM WALL BOARD HOLLOW CORE HEADER HARDWARE HOLLOW METAL HORIZONTAL HOUR HEIGHT HEATING VENTILATING AIR-CONDITIONING JAN JANITOR JT JOINT Symbol Legend: KIT KITCHEN LAM LAMINATE(D) LAV LAVATORY LH LEFT HAND MAX MECH MTL MEZ MFR MIN MISC MTD MUL N NIC NTS OA OC OD OH OPNG P -LAM PNL PR PTN RAD RB REF REFR REINF REQ REV RH RM RO S SC SEAL SECT SHT SIM SPEC SQ SS STL STOR STRUC SUSP TEL TEMP TFTI THK THRESH TV TYP MAXIMUM MECHANICAL METAL MEZZANINE MANUFACTURE(R) MINIMUM MISCELLANEOUS MOUNTED MULLION NORTH NOT IN CONTRACT NOT TO SCALE OVERALL ON CENTER OUTSIDE DIAMETER OPPOSITE HAND OPENING PLASTIC LAMINATE PANEL PAIR PARTITION RADIUS RESILIENT BASE REFERENCE REFRIGERATOR REINFORCING REQUIRED REVISION RIGHT HAND ROOM ROUGH OPENING SOUTH SOLID CORE SEALANT SECTION SHEET SIMILAR SPECIFICATION SQUARE STAINLESS STEEL STEEL STORAGE STRUCTURAL SUSPENDED TELEPHONE TEMPERED TENANT FURNISHED & INSTALLED THICK(NESS) THRESHOLD TELEVISION TYPICAL UNFIN UNFINISHED UNO UNLESS NOTED OTHERWISE VCT VEN VERT VESTI VFY VWC VINYL COMPOSITION TILE VENEER VERTICAL VESTIBULE VERIFY VINYL WALL COVERING W WEST/WIDE W/ WITH WD WOOD W/0 WITHOUT 2306 ( 2306 ) ROOM NUMBER REFERENCE DOOR NUMBER REFERENCE. REVISION REFERENCE INTERIOR ELEVATION SYMBOL Project Team: DETAIL REFERENCE BUBBLE JOB NORTH REFERENCE KEY I SEPARATE PERMIT REQUIRED FOR: (D14techanical W'Electrical fP)umbing as Piping City of Tukwila elp.oti1G DIVISION (REFER TO SHEET/KEY NOTES) Tenant/Owner SEATAC LIGHTING 15455 53RD AVE. S TUKWILA WA 98188 206.575.6865 JIM BORELLI jborelli@seataclighting.com Architect: TIMOTHY QUINN 1423 36TH AVE SEATTLE WA 98102 206.816.4400 YVIGNETTE TANG yvignette.tang@gmail.com TIMOTHY QUINN tim@tonkinarchitecturee.com General Contractor: tbd LIC. NO. Sheet List Table SHEET NUMBER SHEET TITLE 1-0.0 COVER SHEET & SITE PLAN 1-0.1 GENERAL NOTES S-1 SITE PLAN CS -1 CODES SUMMARY & EXITING PLAN 1-1.1 DEMOLITION PLAN 1-2.1 DIMENSION PLAN 1-3.1 POWER/FURNITURE PLAN 1-4.1 REFLECTED CEILING PLAN 1-5.0 EQUIPMENT & LIGHTING SCHEDULE 1-7.1 ENLARGED RESTROOM PLANS & ELEVATIONS 1-7.2 ENLARGED RECEPTION DESK & DETAILS 1-9.1 CONSTRUCTION DETAILS 1-9.2 CEILING DETAILS 1-9.3 CASEWORK DETAILS 1-9.4 CASEWORK DETAILS 1-10.1 DOOR SCHEDULE & ELEVATIONS 1-10.2 DOOR & FLOOR TRANSITION DETAILS Code Information: PROJECT ADDRESS: SEATAC LIGHTING CORPORATE 15455 53RD AVE S TUKWILA, WA 98188 CONSTRUCTION TYPE: TYPE V-A FULLY SPRINKLERED ZONE: RCM OCCUPANCY: B- BUSINESS, S-1 STORAGE TENANT SQUARE FOOTAGE: (area of work) TOTAL FLOOR 19,664 SF APPLICABLE EDITIONS OF BUILDING CODES: BUILDING CODE FIRE CODE ENERGY CODE MECHANICAL CODE ELECTRICA CODE PLUMBING CODE 2015 INTERNATIONAL BLDG CODE (IBC), WAC 51-50 2015 INTERNATIONAL FIRE CODE (IFC), INCL. APPENDIX B&C 2015 WASHINGTON STATE ENERGY CODE (WSEC), WAC 51-11 2015 INTERNATIONAL MECHANICAL CODE (IMC), 51-52 ATIONA : I CODE (NEC) (NFPA 70) + PART 1 AND PART ;, 2015 ASHINGTON CITIES ELECTRICAL CODE PPLICABLE RW 19.28 & WAC 296-46B IFORM PLUMBING CODE (UPC), WAC 51-56 & INCL. APPENDIX CHAPTERS H & L - EXCL. SECTIONS L5 -L7 & "LAWN SPRINKLER HEAD" FROM TABLE 6-4 OF APPENDIX L ZONING CODE CITY OF TUKWILA ACCESSIBILITY PER ICC All CODE BUILDINGS AND LITIES CESSIBLE AND USABLE NOTE: 1. NEW SPRINKLER SYSTEM WILL BE INSTALLED WITH NFPA-13 QUICK RESPONSE HEADS THROUGHOUT 2. MECHANICAL, PLUMBING, ELECTRICAL AND FIRE PERMITS BY OTHERS - CONTRACTOR TO COORDINATE. Project Description: INTERIOR TENANT IMPROVEMENT OF AN EXISTING BUILDING TO CONSTRUCT NEW NON-STRUCTURAL PARTITION WALLS FOR OFFICES AND CONFERENCE ROOMS, AND OPEN OFFICE AREA. NEW MENS AND WOMEN'S RESTROOMS ARE ADDED TO MEET CURRENT CODE. ENTIRE BUILDING SHALL RECEIVE NEW INTERIOR FINISHES, INCLUDING FLOOR, WALL AND CEILING FINISHES. Legal Description: TAX PARCEL #:115720-0044 BROOKVALE GARDEN TRS POR OF LOT 4 LY NLY OF PSH#1 LESS W 190 FT LESS ST Vicinity Map: c Smiles @ Snutheenter ^Extended Stay America The Vine Christian Seattle -Tukwila Ministries 15455 53rd Avenue South byTwolget RECEIVE SEP 2 6 2t, TUKwILA JBLIC wpm CORRECTION LTR# PROJECT LOCATION RECEIVED CITY OF TUKWILA SEP 2 5 2011 PERMIT CENTER blk ink ATELIER SeaTac Lighting Foster's Building 15455 53rd Ave S. Tukwila, WA 98188 07.20.17 PERMIT/PRICING ISSUE 1 \ 08.25.17 PERMIT REVISIONS 11163 REGISTERED CHITECT mow' TIMOTHY C. QUINN STATE OF WASHINGTON 8/25/217 DESIGN DRAWN CHECKED Y.T. Y.T. T.Q. COVER SHEET & SITE PLAN. 1-0.0 General Notes: Demolition Notes: Electrical Notes: Reflected Ceiling Notes: 1. REFER TO BASIC BUILDING SPECIFICATIONS, REQUIREMENTS AND STANDARDS FOR EXISTING SHELL AND CORE 25. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED, SPACKLED AND SANDED SMOOTH WITH NO VISIBLE 1. OBTAIN DEMOLITION PERMITS AND INCLUDE ALL COSTS OF SAME IN CONTRACT PRICE. 1. FURNISH AND INSTALL ALL FIXTURES, ASSOCIATED TRIM AND FIXTURE LAMPS AS REQUIRED. ONLY NEW 1. COORDINATE THE WORK OF ALL TRADES INVOLVED IN THE CEILING WORK TO ENSURE CLEARANCES FOR CONSTRUCTION. ALL WORK IS TO BE COMPATIBLE WITH EXISTING CONSTRUCTION. JOINTS. PATCH AND REPAIR SURFACES TO MATCH ADJACENT OR ADJOINING SURFACES WHERE OUTLETS/FIXTUES ARE SHOWN. ALL EXISTING OUTLETS UNAFFECTED BY CONSTRUCTION ARE TO REMAIN FIXTURES, DUCTS, PIPING, CEILING SUSPENSION SYSTEM, ETC., NECESSARY TO MAINTAIN THE FINISHED REQUIRED. ALL SURFACES SHALL BE ALIGNED. 2. FURNISH ALL LABOR AND MATERIALS/EQUIPMENT TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AND ARE TO BE INTEGRATED INTO THE CURRENT SCHEME WHERE POSSIBLE. CEILING HEIGHTS INDICATED ON ARCHITECTS DRAWINGS. 2. ALL WORK SHALL CONFORM TO APPLICABLE CURRENT FEDERAL, STATE AND LOCAL CODES. THE CONTRACTOR AS INDICATED. , IS TO PROVIDE FOR ALL REQUIRED NOTIFICATION OF AND COORDINATION WITH CITY AND STATE AGENCIES, 26. MODIFY EXISTING SUBSTRATE AS REQUIRED TO RECEIVE NEW FLOORING MATERIALS, THUS PREVENTING 2. SURVEY FIELD CONDITIONS AND VERIFY THAT WORK IS FEASIBLE AS SHOWN. VERIFY LOCATION OF ALL 2. PERIMETER CEILING ANGLE, WHERE OCCURS, SHALL BE INSTALLED TIGHT TO VERTICAL SURFACES, FREE AND PROVIDE REQUIRED PERMITS. ALL TESTS AND INSPECTIONS ASSOCIATED WITH OBTAINING APPROVALS TO NOTICEABLE LUMPS OR DEPRESSIONS. 3. CONTRACTOR SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND DEBRIS FOR THE DURATION OF OUTLETS IN RELATION TO STRUCTURAL AND OTHER ELEMENTS AS REQUIRED. NOTIFY ARCHITECT IN FROM CURVES, BREAKS OR OTHER IRREGULARITIES AND PAINTED TO MATCH CEILING FINISH. PROCEED WITH AND COMPLETE THE WORK SHALL BE PAID FOR BY THE CONTRACTOR. CONSTRUCTION. WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK. 27. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE. 3. FURNISH AND INSTALL ALL ASSOCIATED TRIM AND SEISMIC BRACING AS REQUIRED. 3. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS, EQUIPMENT AND 4. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINT IN QUESTION WITH 3. ARCHITECTURAL DRAWINGS DETERMINE LOCATION AND TYPE (ARCHITECT TO VERIFY W/ ENGINEER) OF TRANSPORTATION NECESSARY OR REASONABLY INFERABLE AS BEING NECESSARY FOR THE EXECUTION OF 28. REFER TO MILLWORK SHOP DRAWINGS FOR SPECIFIC DETAILS OF COORDINATION BETWEEN THE ARCHITECT BEFORE PROCEEDING. ALL OUTLETS AND TAKE PRECEDENCE OVER ALL OTHERS, U.N.O. ELECTRICAL ENGINEER'S POWER PLAN 4. LIGHT FIXTURES, NEW SPRINKLERS AND OTHER CEILING ELEMENTS SHALL BE CENTERED IN THE 2'X2' THE WORK. BY SUBMITTING A PROPOSAL, THE CONTRACTOR REPRESENTS THAT THOROUGH EXAMINATION OF DRYWALUMILLWORK CONDITIONS. SHALL GOVERN THE WIRING LAYOUT AND INSTALLATION IN COMPLIANCE WITH ALL LAWS APPLICABLE AND SECTION OF INDIVIDUAL CEILING TILES U.N.O. (EXIST. SPRINKLERS TO REMAIN UNLESS CONFLICT WITH THE SITE AND ALL EXISTING CONDITIONS AND LIMITATIONS HAVE BEEN MADE AND THAT THE CONTRACT 5. AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREA(S) SHALL BE LEFT IN "BROOM CLEAN" ENFORCED BY GOVERNING AUTHORITIES. NEW ELEMENTS). DOCUMENTS HAVE BEEN EXAMINED IN COMPLETE DETAIL, AND THAT IT IS DETERMINED BEYOND DOUBT THAT 29. ALL GLASS SHALL BE CLEAR TEMPERED GLASS, UNLESS OTHERWISE NOTED. GLAZING TONG MARKS CONDITION. ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED. THE DRAWINGS, SPECIFICATIONS AND EXISTING CONDITIONS ARE SUFFICIENT, ADEQUATE AND SATISFACTORY SHALL NOT BE VISIBLE. CLEAN AND POLISH ALL GLASS PRIOR TO PROJECT DELIVERY. 4. OUTLETS SHOWN BACK TO BACK ON PARTITION WALLS SHALL BE OFFSET 1'-0", MAXIMUM OR MOUNTED AT 5. PROVIDE CEILING ACCESS AS REQUIRED FOR EQUIPMENT AND SYSTEM MAINTENANCE, AND MATCH FOR CONSTRUCTION OF THE WORK. WHERE MINOR ADJUSTMENTS TO THE WORK ARE NECESSARY FOR THE 6. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS, SWITCHES,WIRES, THERMOSTATS, ETC., DIFFERENT HEIGHTS IF INDICATED. ADJACENT CEILING FINISH U.N.O. PURPOSES OF FABRICATION AND INSTALLATION OF ITEMS, OR RESOLUTIONS OF CONFLICTS BETWEEN ITEMS, 30. ALL MILLWORK TO BE FASTENED TO THE PARTITION. PROVIDE NON-COMBUSTIBLE BLOCKING FOR ALL TO THEIR SOURCE. WITHIN THE INTENT OF THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL MAKE SUCH ADJUSTMENTS AT MILLWORK NOT SUPPORTED BY FLOOR OR ABOVE 4'-0" HT. ALL CONCEALED LUMBER & BLOCKING TO BE 5. FURNITURE, IF SHOWN, IS FOR REFERENCE ONLY AND IS NOT IN CONTRACT, U.N.O. 6. ALL SOFFITS AND CEILING HEIGHTS ARE DIMENSIONED FROM TOP OF FINISHED FLOOR TO BOTTOM OF NO ADDED EXPENSE TO THE OWNER. WHERE SUCH MINOR ADJUSTMENTS AFFECT FUNCTIONAL OR AESTHETIC FIRE TREATED. 7. AS DIRECTED BY BUILDING MANAGEMENT, ALL DOORS, FRAMES, HARDWARE, MECHANICAL ITEMS, FINISHED GYPSUM BOARD OR CEILING TILE AND SHALL ALLOW FOR THICKNESS OF ALL FLOOR FINISHES. DESIGN OF THE WORK, THEY SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL. PLUMBING FIXTURES, LIGHT FIXTURES (INCLUDING DOWNLIGHTS AND FLUORESCENTS), AND SPECIAL 6. COORDINATE ALL WORK RELATED TO EQUIPMENT WITH MANUFACTURER'S RECOMMENDATIONS, 4. THE CONTRACTOR SHALL COORDINATE ALL OPERATIONS WITH THE OWNER, INCLUDING AREA FOR WORK, 31. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR: HVAC, CARPET SEAMING, LIGHTING, CASEWORK. EQUIPMENT SHOWN TO BE REMOVED, SHALL BE CLEAN AND FREE OF DEFECTS, PROTECTED, SAVED AND SPECIFICATIONS AND INSTRUCTIONS. 7. THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING HEIGHTS, LIGHT TYPES, LIGHT MATERIALS STORAGE, AND ACCESS TO AND FROM THE WORK, SPECIAL CONDITIONS OR NOISY WORK, TIMING REUSED AS DIRECTED HEREIN, OR RETURNED TO BUILDING STOCK. FIXTURES, AND ASSOCIATED ITEMS. OF WORK AND INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES. NOISY OR DISRUPTIVE WORK 32. MOISTURE TEST - REQUIRED FOR ALL ON GRADE SLAB CONDITIONS DURING THE CONSTRUCTION 7. ALL EXISTING AND NEW FLOOR SLAB PENETRATIONS FOR CONDUIT OR PLUMBING LINES SHALL BE FULLY SHALL BE SCHEDULED AT LEAST ONE 1 WEEK IN ADVANCE OF THE TIME WORK IS TO COMMENCE. () ESTIMATING/BUDGETING PROCESS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FROM THE BUILDING OWNER DOCUMENTATION AS TO THE VAPOR EMISSIONS RATE (MOISTURE TEST) FOR 8. CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND/OR REPAIRING ANY DAMAGE CAUSED BY HIM OR HIS SUBCONTRACTORS TO EXISTING CONSTRUCTION IN ELEVATOR LOBBY, PUBLIC CORRIDORS, PACKED AND SEALED IN ACCORDANCE WITH THE APPLICABLE BUILDING AND FIRE CODES. 8. ALL SPECIFIC INFORMATION CONCERNING INSTALLATION FOR VARIOUS ABOVE -CEILING ELEMENTS ARE TO BE DESIGN BUILD, DOCUMENTATION BY OTHERS - PERMITTED SEPARATELY. 5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF WORKMANSHIP IN ALL "ON GRADE SLAB CONDITIONS". THIS INFORMATION SHOULD THEN BE IMMEDIATELY SHARED RESTROOMS OR TENANT SPACES. REFINISH TO MATCH EXISTING ADJACENT FINISH, OR AS NOTED 8. COORDINATE NEW ELECTRICAL WITH EXISTING, WHERE OCCURS. GENERAL AND WITH SUCH STANDARDS AS ARE SPECIFIED. BETWEEN THE ARCHITECT, THE ARCHITECTS' SELECTED FLOORING REPRESENTATIVE(S), AND FLOORING HEREIN. 9. NOTIFY ARCHITECT OF ANY CONFLICTS OF LIGHT FIXTURE LOCATIONS WITH MAIN RUNNERS, DUCTS, SUB -CONTRACTOR FOR REVIEW AND APPROVAL OF APPLICABLE MATERIALS AND ANCILLARY 9. UPON COMPLETION OF ELECTRICAL ROUGH -IN, NOTIFY THE ARCHITECT. ARCHITECT SHALL SITE VERIFY STRUCTURES, HVAC, AND/OR (E)CONDUIT, PRIOR TO FRAMING FOR LIGHTS. ANY DISCREPANCIES 6. CONTRACTOR SHALL ADHERE TO ALL BUILDING STANDARDS. ANY CHANGES TO SAME SHALL BE SUBMITTED TO INSTALLATION/FINISH PRODUCTS. IF NO MOISTURE TEST CAN BE FURNISHED OR IF FINDING ARE IN 9. NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX OR SIMILAR DEVICE, ALL OUTLET LOCATIONS PRIOR TO COMMENCEMENT OF CORING OR GWB INSTALLATION. BETWEEN ARCHITECTS CEILING GRID LOCATION & ACTUAL FIELD CONDITIONS ARE TO BE CLARIFIED ARCHITECT IN WRITING FOR APPROVAL. QUESTION THE GENERAL CONTRACTOR SHALL PERFORM THE FOLLOWING TESTS: INCLUDING THE ASSOCIATED WIRING SHALL BE DAMAGED DURING DEMOLITION AND SUBSEQUENT WITH THE ARCHITECT PRIOR TO FRAMING. CONSTRUCTION. RELOCATION OF SMOKE DETECTORS, PUBLIC ADDRESS SPEAKERS AND FIRE ALARM 10. FURNISH AND INSTALL ONLY UNDERWRITERS LABORATORIES, INC. (UL) LABELED DEVICES THROUGHOUT. 7. CONTRACTOR SHALL SUBMIT SAMPLES OF ALL FINISHES OF SUCH SIZE AND NUMBER THAT THEY REPRESENT A A. PROVIDE (3) CALCIUM CHLORIDE MOISTURE TESTS FOR THE FIRST THOUSAND SQUARE FEET AND (1) EQUIPMENT, NECESSITATED BY NEW CONSTRUCTION, SHALL BE ACCOMPLISHED AS A FIRST PRIORITY, 10. SUBMIT GRILLE, THERMOSTAT, AND OTHER FIXTURE AND ELEMENT LAYOUTS TO THE ARCHITECT FOR REASONABLE DISTRIBUTION OF COLOR RANGES AND PATTERN PRIOR TO INSTALLATION FOR ARCHITECT'S TEST FOR EVERY ONE THOUSAND SQUARE FEET THEREAFTER AT ALL FLOORS WITHIN SCOPE OF WORK.. AND PER THE PLANS. NO ACTIVE SMOKE DETECTOR SHALL BE COVERED OR OTHERWISE REMOVED OR 11. INSTALL WALL MOUNTED OUTLETS 18 INCHES ABOVE FINISH FLOOR, U.N.O HEIGHTS. SHALL BE REVIEW AT LEAST 2 WEEKS PRIOR TO INSTALLATION. APPROVAL. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND PRODUCT DATA FOR ARCHITECTS APPROVAL THE CALCIUM CHLORIDE TEST SHALL BE CONDUCTED IN ACCORDANCE WITH THE LATEST EDITION OF USED FOR OTHER THAN ITS INTENDED PURPOSE. DETERMINED FROM FINISH FLOOR TO THE CENTERLINE OF COVER PLATE, INSTALLED VERTICALLY, ON ALL SPECIAL ITEMS REQUIRING CUSTOM FABRICATION. (SHALL INCLUDE RATED FIRE DOORS AND ASTM F 1869 "STANDARD TEST METHOD" FOR MEASURING VAPOR EMISSIONS RATE OF CONCRETE GROUNDING POLE AT BOTTOM, U.N.O. 11. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMBING, MECHANICAL DUCTS, STRUCTURAL HARDWARE). SUN -FLOOR USING ANHYDROUS CALCIUM CHLORIDE. PROVIDE A WRITTEN REPORT OF FINDINGS TO 10. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO ELEMENTS AND ALL OTHER RELATED ITEMS. INSTALL NEW PLUMBING, MECHANICAL, FANS, DUCTS, THE ARCHITECT AS NOTED ABOVE. DATA/COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH TELEPHONE COMPANIES AND 12. MAINTAIN A 4 -INCH HORIZONTAL CLEARANCE IN ALL DIRECTIONS, MIN. FROM EDGE OF COVER PLATE, FOR CONDUITS, AND OTHER RELATED ITEMS SO AS TO NOT CONFLICT WITH ANY/ALL FIELD CONDITIONS 8. CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE AND NOTIFY ARCHITECT OF ANY TENANT. WALL MOUNTED OUTLETS, OR FROM EDGE OF MONUMENT FOR FLOOR MOUNTED OUTLETS, WHEN INCLUDING LUMINAIRES. DISCREPANCIES. CONTRACTOR IS NOT TO SCALE OFF DRAWINGS. B. PROVIDE A PH PENCIL TEST AT ALL FLOORS WITHIN SCOPE OF WORK. PROVIDE A WRITTEN REPORT OF ADJACENT TO A WALL, COLUMN, OR SIMILAR ELEMENTS, U.N.O. FINDINGS TO THE ARCHITECT AS NOTED ABOVE. 11. REMOVE ALL EXISTING MATERIALS WHICH WOULD CAUSE RISES OR DEPRESSIONS IN NEW FLOORING 12. INSTALL NEW LIGHT FIXTURES WITH PROTECTIVE FILM OR SIMILAR COVER OVER LOUVER, LENS, BAFFLE, 9. CONTRACTOR SHALL PROVIDE 18 -GAUGE SHEET METAL BACKING IN PARTITIONS FOR ALL WALL -MOUNTED SURFACE, SUCH AS FASTENERS, OUTLET CORES, COVER PLATES, RESILIENT FLOOR COVERINGS, CARPET, 13. INDICATED DIMENSIONS ARE TO THE CENTER OF THE COVER PLATE OR MONUMENT. CLUSTERS OF ETC. TO AVOID FIXTURE SOILING OR DAMAGE. FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW. ALL FIXTURES AND DEVICES UNLESS INDICATED OTHERWISE ON THE DRAWINGS. IF REQUIRED BY THE CALCIUM CHLORIDE TEST, A WATERPROOF MEMBRANE SHALL BE APPLIED TO ALL FLOORS WITHIN THE SCOPE OF WORK. THE WATERPROOF MEMBRANE(S) SHALL BE APPROPRIATED FOR CARPET PAD, FLASH PATCH, CONCRETE FILL, PLYWOOD, ETC. OUTLETS ARE DIMENSIONED TO THE CENTER OF THE CLUSTER, U.N.O; GANG COVER PLATES SHALL BE ONE-PIECE TYPE, U.N.O. LAMPS SHALL BE NEW AT PROJECT COMPLETION - RELAMP EXISTING FIXTURES. 10. ALL FLOORS SHOULD BE LEVEL AND NOT VARY MORE THAN 1/4" IN 10'-0". THE CONTRACTOR SHALL NOTIFY EACH FINISH FLOORING APPLICATION AS SPECIFIED BY THE SPECIFIC FLOORING MANUFACTURER VIA THE 12. DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON DRAWINGS. THE INTENT IS TO 13. CONTRACTOR TO VERIFY CODE COMPLIANCE OF EXISTING ACOUSTICAL CEILING GRID SYSTEMS AND ARCHITECT OF ANY CONDITIONS THAT DO NOT MEET THIS STANDARD. ARCHITECT. A LICENSED INSTALLER SHALL BE UTILIZED FOR INSTALLATION/APPLICATION OF EACH INDICATE THE GENERAL SCOPE OF DEMOLITION REQUIRED TO COMPLETE THE WORK IN ACCORDANCE 14. ELECTRICAL SWITCH AND OUTLET COVER PLATES, SURFACE HARDWARE, ETC. SHALL BE INSTALLED ASSOCIATED SEISMIC BRACING RESTRAINTS. SYSTEMS FOUND NOT IN COMPLIANCE SHALL BE MODIFIED SPECIFIC MEMBRANE (AS APPLICABLE TO THE FINISH FLOORING PRODUCT) AND A WRITTEN WARRANTY WITH THE CONTRACT DRAWINGS. AFTER PAINTING AND/OR APPLICATION OF WALLCOVERINGS & CARPET SPECIFIED. AND/OR NEW PROVIDED AS REQUIRED BY CURRENT BUILDING CODES (INCLUDING, BUT NOT LIMITED TO; 11. ALL MATERIALS INDICATED TO MATCH EXISTING SHALL DO SO WITH RESPECT TO SIZE, SHAPE, COLOR, SHALL BE PROVIDED DOCUMENTING STRICT CONFORMANCE TO THE SPECIFIED MANUFACTURES CURRENT IBC WALL MOLDING (2" ANGLE) AND SEISMIC SEPARATION JOINTS). TEXTURE, PATTERN, QUALITY AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE AND SHALL BE INSTALLATION REQUIREMENTS TO ENSURE AND UPHOLD ALL PERFORMANCE AND LIFE CYCLE 13. RATED WALLS SHALL NOT BE PENETRATED UNLESS THE RATING IS MAINTAINED. 15. POWER/DATA/TELEPHONE REQUIREMENTS FOR OPEN OFFICE WORKSTATIONS TO BE PROVIDED WITH APPROVED BY THE ARCHITECT BEFORE USE. GUARANTEES. FURNITURE INSTALLATION DRAWINGS BY OTHERS. 14. CONTRACTOR TO VERIFY CODE COMPLIANCE OF ALL EXISTING LIGHTING FIXTURES AND ASSOCIATED 12. ALL FIREPROOFING DISTURBED DURING CONSTRUCTION SHALL BE REPLACED TO MATCH ORIGINAL FIRE 14. DISPOSAL: ALL DEBRIS REMOVED FROM THE SITE SHALL BE RECYCLED AS MUCH AS PRACTICAL AND ALLOWED BY LAW. SEISMIC BRACING RESTRAINTS. FIXTURES FOUND NOT IN COMPLIANCE SHALL BE MODIFIED AND/OR NEW PROTECTION LEVELS. (OBTAIN REQUIRED APPROVALS AND TESTING). 33. CONCRETE SLAB ON GRADE REPAIR - MINOR SCOPE (100 SQUARE FEET OR LESS) WHERE CONCRETE SLAB ON GRADE INFILL AND TRENCHING MUST OCCUR; CONDUCT THE APPROPRIATE UNDER SLAB 16."H" INDICATES THAT AN OUTLET SHALL BE MOUNTED HORIZONTALLY. PROVIDED AS REQUIRED BY CURRENT BUILDING AND/OR ENERGY COMPLIANCE CODES. INVESTIGATION (VIA SONO -GRAPH AND/OR X-RAY) TO LOCATE EXISTING UTILITIES OR OTHER 17. VERIFY NEW FLUSH FLOOR OUTLET LOCATIONS WIT FURNITURE LAYOUT PRIOR TO INSTALLATION. 15. ALL EXITING LIGHTS AND EGRESS LIGHTING LOCATIONS SHALL BE DETERMINED BY BUILDING AND FIRE 13. THE FLOORS MAY BE OCCUPIED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROTECT ALL PERSONNEL, OBSTRUCTIONS THAT SHOULD NOT BE DAMAGED. SAW CUT SLAB AT SUBJECT AREA(S) AND PULL BACK INSPECTOR'S FIELD PLACEMENT DETERMINATION. PASSERSBY OR VISITORS TO THE SITE FROM HARM AND INJURY. BARRIERS SHALL BE INSTALLED AS REQUIRED CORENCE CMAINTAIN ANDRPROTECT THE EXISTING VAPOR BARRIER (IF PRESENT) AND PROTECT FOR FUTURE RE -INSTALLATION. EXECUTE 18. ALL SWITCHES AND DIMMERS SHALL BE LOCATED 48" ABOVE FINISHED FLOOR TO CENTER OF SWITCH TMO NUMENTS EQUIPMENTK ANDINSTALLED IRRIEG MONUMENTS, BENCH MARKS AND THEIR REFERENCE POINT BEING DESTROYED OR DISTURBED; REPLACE POINT FROM BEING TROY AS REQUIRED. THE NECESSARY UNDER SLAB WORK (INCLUDING EXCAVATION), BACKFILL AND RE -COMPACT THE SUBJECT AREA WITH THE PREVIOUSLY HELD MATERIALS (IF THE EXCAVATED MATERIALS ARE NOT SUITABLE FOR RE -INSTALLATION, DISCARD AND PROVIDE NEW FREE DRAINING GRANULAR MATERIAL). U.N.O. MULTIPLE SWITCHES AT ONE LOCATION SHALL BE GANGED TOGETHER AND FINISHES WITH ONE COVER PLATE U.N.O. 16. ALL SMOKE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH IMC/IBC OR SUPERCEDING CODE. ALL FIRE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH IMC/IBC OR SUPERCEDING CODE. Dimension Notes: 14. EXISTING WORK DAMAGED AS A RESULT OF WORK DONE UNDER THIS CONTRACT SHALL BE REPAIRED TO RE -COMPACT FILL SOIL TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY (MDD) OBTAINED IN GENERAL 17. EGRESS LIGHTING SHALL BE DESIGNED BY A LICENSED ELECTRICAL ENGINEER BASED ON FINAL FLOOR ORIGINAL CONDITION AND FINISHED TO MATCH ADJACENT FINISHES, SUBJECT TO ARCHITECTS APPROVAL, AND ACCORDANCE WITH THE ASTM D 1557 TEST PROCEDURE. RE -INSTALL THE EXISTING VAPOR BARRIER 1. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS GOVERN. ALL PARTITION LOCATIONS SHALL BE AS SHOWN PLAN(S) AND THE MOST CURRENT (IN FORCE) ISSUE OF THE IBC, IEC AND LOCAL CODES/ORDINANCES. AT NO ADDITIONAL COST TO OWNER. ALL REPLACEMENT MATERIALS REQUIRED TO MATCH EXISTING AND BIND SEAMS WITH MINIMUM 3" WIDE PRESSURE SENSITIVE TAPE TO ENSURE AN AIR/MOISTURE ON PARTITION PLAN. IN CASE OF CONFLICT NOTIFY ARCHITECT. PARTITION PLAN BY ARCHITECT TAKES THE ENGINEER MAY USE THE ARCHITECTS EGRESS MAPS (COMMON PATH OF TRAVEL/EXIT TRAVEL MATERIALS SHALL DO SO WITH RESPECT TO TYPE, PATTERN, TEXTURE, SIZE, SHAPE, COLOR AND METHOD OF RESISTANT BOND. ATTACH NEW INFILL TO EXISTING CONCRETE SLAB WITH 18 INCH LONG #4 REBAR AT 24 PRECEDENCE OVER ALL OTHER PLANS. OUTLET FINISHES: DISTANCE) AS STARTING POINT FOR A BASIS OF DESIGN. HOWEVER, IT SHALL REMAIN THE SOLE ISOLATED GROUND - GRAY INSTALLATION INSOFAR AS PRACTICABLE, AND SHALL BE APPROVED BY THE ARCHITECT AND OWNER PRIOR INCHES ON CENTER EMBEDDED 8 INCHES INTO THE EXISTING CONCRETE SLAB WITH HILT! HY-150 RESPONSIBILITY OF THE ENGINEER TO COMPLETE A SCOPE OF WORK THAT ADDRESSES ALL EGRESS TO INSTALLATION. ADHESIVE (OR SIMPSON SET ADHESIVE). REINFORCEMENT SHALL BE INSTALLED PER ADHESIVE 2. ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GYPSUM BOARD TO FINISH FACE OF GYPSUM "CLEAR" "CLR" UPS - ORANGE REVIEWED FOR LIGHTING I.E.; ROOMS, SPECIALIZED SPACES, PATHWAYS, ETC. PER THE AFOREMENTIONED CODES. FINAL 15. ALL EXISTING MECHANICAL AND ELECTRICAL EQUIPMENT AND SERVICES DISRUPTED OR REMOVED DURING MANUFACTURER'S RECOMMENDATIONS. PROVIDE W2 X W2 X 6 X 6 WELDED WIRE FABRIC WITHIN SUBJECT AREA(S), INFILL SLAB TO MATCH THICKNESS OF ADJACENT SURFACE(S) (BUT NOT BE LESS THAN BOARD UNLESS OTHERWISE NOTED. ALL DIMENSIONS MARKED OR SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESSES OF ALL WALL FINISHES, U.N.O. ALL OTHERS - WHITE • CODE COMPLIANCE EGRESS LIGHTING QUANTITIES AND LOCATIONS SHALL BE DETERMINED BY BUILDING AND FIRE INSPECTOR'S FIELD PLACEMENT DETERMINATION. CONSTRUCTION SHALL BE RESTORED AND REPLACED UNLESS NOTED OTHERWISE. FIRE/LIFE SAFETY SYSTEMS FOUR INCHES THICK) AND #4 DOWELS SHALL BE CENTERED IN SLAB. THE CONCRETE SHALL HAVE A SWITCH FINISH: WHITE DECORA ROCKER OR EQUAL TO BE MAINTAINED DURING CONSTRUCTION. MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI WITH A MAXIMUM WATER CEMENT RATION OF 0.58 3. DIMENSIONS NOTED "CLEAR° OR "CLR" MUST BE ACCURATELY MAINTAINED, AND SHALL NOT VARY MORE COVER PLATE FINISH: WHITE 2) 20113 AND IS TO BE PLACED LEVEL WITH ADJACENT SURFACES. LET CURE AND PROVIDE MOISTURE TESTING AS THAN ± 1/8" WITHOUT WRITTEN INSTRUCTION FROM ARCHITECT. (INCLUDES ALL COVER PLATES - POWERNOICEIDATA) .J" ��` 16. INSTALLATION OF MECHANICAL, ELECTRICAL AND STRUCTURAL SYSTEMS WILL REQUIRE OPENING OF SOME SPECIFIED ABOVE. EXISTING WALLS, CEILINGS OR FLOOR CAVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR 4. DIMENSIONS MARKED ± MEAN A TOLERANCE NOT GREATER NOR SMALLER THAN 2 INCHES FROM INDICATED OF THESE OPENINGS TO MATCH EXISTING, EXCEPT WHERE NOTED OTHERWISE. FILL ALL HOLES AND VOIDS IN IF SCOPE OF WORK INCLUDES STRUCTURAL ELEVATED SLABS CONSULT A STRUCTURAL ENGINEER. DIMENSION, U.N.O. VERIFY FIELD DIMENSIONS EXCEEDING TOLERANCE WITH THE ARCHITECT. SECURE City of` yukwila FLOORS, WALLS AND CEILINGS WHICH RESULT FROM INSTALLATION OF WORK, AND REMOVAL OF EXISTING REFER TO STRUCTURAL PLANS, IF APPLICABLE, FOR ADDITIONAL SPECIFICATIONS AND REQUIREMENTS. ARCHITECTS APPROVAL.it@ 1t �` t�A'1' 4 MATERIALS AND EQUIPMENT REQUIRED BY THIS CONTRACT. PATCHED AREAS SHALL MATCH THE MATERIALS,_Bui FINISHES, AND LEVELS ADJACENT, OR SHALL BE PUT IN THE PROPER CONDITION TO RECEIVE THE FINISH 34. CLEAN, REPAIR ANY EXISTING PERIMETER BLINDS AS REQUIRED TO BE IN A FULLY FUNCTIONING & 5. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS IN THE LOCATION(S) OF NEW INDICATED. OPERATIONAL MANNER. CONSTRUCTION. UPON COMPLETION OF PARTITION LAYOUT, NOTIFY ARCHITECT. VERIFICATION OF THE LAYOUT TO BE PROVIDED BY THE ARCHITECT PRIOR TO PARTITION INSTALLATION. Door Notes: Finish Notes: 17. OPENINGS REQUIRED FOR NEW WORK THAT PENETRATES EXISTING STRUCTURE SHALL BE COORDINATED WITH 35. COORDINATE WITH SUB -CONTRACTORS THE LOCATIONS OF ELECTRICAL AND VOICE/DATA OUTLETS, OWNER PRIOR TO COMMENCING THE WORK. ANY OPENING OVER 2" IN DIAMETER SHALL BE REVIEWED AND PLUMBING AND OTHER DEVICES WITH LAYOUT AND DESIGN OF CUSTOM CASEWORK. 6. REFER TO REFLECTED CEILING PLANS FOR SOFFITS, CEILING HEIGHTS AND PLENUM BARRIER LOCATIONS. 1. ALL EXIT DOORS SHALL BE OPERABLE. FROM THE INSIDE WITHOUT THE USE OF KEY OR ANY SPECIAL 1. ALL AREAS TO RECEIVE CARPET AND BASE AS SCHEDULED U.N.O. APPROVED BY OWNER. THROUGH CONCRETE SLABS OR WALLS, OR MASONRY WALLS, ALL ROUND HOLES KNOWLEDGE OR EFFORT. SHALL BE CORE DRILLED WITH A DIAMOND DRILL AND ALL RECTANGULAR OPENINGS SHALL BE CUT WITH A 36. CASEWORK SHALL CONFORM TO A W.I. CURRENT STANDARDS. 7. DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB. U.N.O. 2. ALL AREAS TO RECEIVE RB -1 U.N.O. DIAMOND SAW. IN NO CASE SHALL ANY STRUCTURAL MEMBER BE CUT. USE CARBIDE -TIPPED DRILLS FOR 2. ALL GLAZING SHALL CONFORM TO SAFETY GLAZING REQUIREMENTS OF IBC SECTION 2406. GYPSUM WALLBOARD PARTITIONS. KEEP OVERCUTTING TO A MINIMUM. MAINTAIN CONTINUITY AND INTEGRITY 37. EGRESS LIGHTING SHALL BE DESIGNED BY A LICENSED ELECTRICAL ENGINEER BASED ON FINAL FLOOR 8. "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. 3. ALL WALLS & PARTITIONS TO RECEIVE P-1 U.N.O. OF FIRE SEPARATION AT ALL TIMES. GROUT AROUND CONDUITS PASSING THROUGH CONCRETE WALLS AND PLAN'S' AND THE MOST CURRENT (IN FORCE) ISSUE OF THE IBC, IEC AND LOCAL CODES/ORDINANCES. 3. MAGNETIC HOLD OPEN DEVICES SHALL BE TIED TO BUILDING FIRE ALARM SYSTEM. FLOORS AND MASONRY WALLS. MAKE PATCHES WITH NEAT, TRIMMED EDGES; MATCH ADJACENT EXISTING THE ENGINEER MAY USE THE ARCHITECTS EGRESS MAPS (COMMON PATH OF TRAVEL/EXIT TRAVEL 9. ALL DOORS SHALL HAVE I'-6" CLR. ON STRIKE/PULL SIDE AND 1'-0" CLR. ON PUSH SIDE OF DOOR. VERIFY 4. PREP ALL EXISTING FLOOR SURFACES TO RECEIVE NEW FINISHES AS SCHEDULED. WORK. DISTANCE) AS STARTING POINT FOR A BASIS OF DESIGN. HOWEVER, IT SHALL REMAIN THE SOLE AND ADVISE ARCHITECT OF EXCEPTIONS PRIOR TO CLOSING OUT PARTITIONS. 4. ALL RATED DOORS SHALL BE LABELED PER IBC TABLE 715.3. 18. CONTRACTOR SHALL PROVIDE FLOOR LEVELING AS MAY BE REQUIRED AT SLIDING DOORS, RECITES WITHOUT RESPONSIBILITY OF THE ENGINEER TO COMPLETE A SCOPE OF WORK THAT ADDRESSES ALL EGRESS 5. PROVIDE PAINT APPLICATION APPROPRIATE TO THE SUBSTRATE TO WHICH IT IS TO BE APPLIED. BASE, CABINET WORK, AND OTHER LOCATIONS REQUIRING LEVEL SUBSTRATE. FEATHER CHANGES IN LIGHTING I.E.; ROOMS, SPECIALIZED SPACES, PATHWAYS, ETC. PER THE AFOREMENTIONED CODES. FINAL 5. THRESHOLDS AT DOORWAYS SHALL BE z" MAXIMUM IN HEIGHT. PER ICC/ANSI A117.1-2003 SECTION 404.2.4. 6. ALL ELEVATION OVER SUFFICIENT AREA TO LIMIT TRANSITION SLOPE TO 1/8" PER FOOT. EGRESS LIGHTING QUANTITIES AND LOCATIONS SHALL BE DETERMINED BY BUILDING AND FIRE EXPOSED GYP. BD. SURFACES, BOTH EXISTING AND NEW, ARE TO RECEIVE NEW PAINT FINISH. PREP INSPECTOR'S FIELD PLACEMENT DETERMINATION. 6. ICC/ANSI A117.1-2003 SECTION 404.2.6. DOOR HARDWARE. HANDLES, PULLS, LATCHES, LOCKS & OTHER ALL SURFACES AS REQUIRED FOR NEW PAINT FINISH. PROVIDE ONE PRIME COAT PLUS TWO FINISH 19. MATERIALS, ARTICLES, DEVICES AND PRODUCTS ARE SPECIFIED IN THE DOCUMENTS BY LISTING ACCEPTABLE OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND COATS MANUFACTURERS OR PRODUCTS, BY REQUIRING COMPLIANCE WITH REFERENCED STANDARDS, OR BY AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. PERFORMANCE SPECIFICATIONS. FOR ITEMS SPECIFIED BY NAME, SELECT ANY PRODUCT NAMED. FOR THOSE OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34" MIN. & 48" MAX. ABOVE THE FINISH FLOOR. WHERE 7. CHANGES IN FLOOR MATERIALS THAT OCCUR AT FRAMED DOOR OPENINGS SHALL OCCUR AT THE SPECIFIED BY REFERENCE STANDARDS OR BY PERFORMANCE SPECIFICATIONS SELECT ANY PRODUCT SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED & USABLE CENTERLINE OF THE DOOR IN THE CLOSED POSITION. MEETING OR EXCEEDING SPECIFIED CRITERIA. FOR APPROVAL OF AN ITEM NOT SPECIFIED, SUBMIT REQUIRED FROM BOTH SIDES. SUBMITTALS, PROVIDING COMPLETE BACK-UP INFORMATION FOR PURPOSES OF EVALUATION. WHERE 8. ANY DECORATIONS USED SHALL RE NON-COMBUSTIBLE OR FLAME -RETARDANT TREATED IN AN BUILDING STANDARD ITEMS ARE CALLED FOR, NO SUBSTITUTE WILL BE ACCEPTED. 7. ICC/ANSI A117.1-2003 SECTION 404.2.8 DOOR OPENING FORCE. FIRE DOORS SHALL HAVE THE MINIMUM APPROVED OF MANNER (CURTAINS, DRAPES, SHADES, HANGINGS, ETC.) OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. THE MAXIMUM FORCE 20. CONTRACTOR SHALL PROVIDE FOR ALL WORK REQUIRED TO MAINTAIN COMPLIANCE WITH LOCAL FIRE CODE. FOR PUSHING OPEN FOR PULLING OPEN DOORS OTHER THAN FIRE DOORS SHALL BE AS FOLLOWS: 1. 9. ALL INTERIOR PARTITIONS, CEILING FINISHES AND TRIM OF PUBLIC AREAS TO COMPLY WITH CLASS 1 PROVIDE FOR ALL REQUIRED SHOP DRAWINGS AND APPROVALS. CONTRACTOR IS RESPONSIBLE FOR INTERIOR HINGED DOOR: 5.0 POUNDS (22.2 N) 2. SLIDING OR FOLDING DOOR: 5.0 POUNDS (22.2 N). THESE MATERIAL CLASSIFICATION; FLAME SPREAD RATING 0 TO 25, SMOKE DEVELOPED 200. ALL INTERIOR WALL PROVIDING FIRE ALARM SYSTEM AUDIBILITY. FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER AND CEILING FINISHES AND TRIM OF NON-PUBLIC AREAS TO COMPLY WITH CLASS 2 MATERIAL DEVICES THAT HOLD THE DOOR IN A CLOSED POSITION. CLASSIFICATION; FLAME SPREAD RATING 26 TO 75, SMOKE DEVELOPED 450. 21. MECHANICAL AND ELECTRICAL FIXTURES, OUTLETS, ETC., WHEN SHOWN ON THE ARCHITECTURAL DRAWINGS, ARE FOR LOCATION INFORMATION ONLY. MECHANICAL AND ELECTRICAL TO BE DESIGNED BY OTHERS. ALL 8. ACTIVATION OF THE BUILDING AUTOMATIC SPRINKLER OR FIRE DETECTION SYSTEM, IF PROVIDED, SHALL 10. FLOOR COVERINGS OF PUBLIC AREAS TO MEET CLASS A INTERIOR FLOOR FINISH REQUIREMENTS; CIRCUITING COORDINATION TO BE BY OTHERS. AUTOMATICALLY UNLOCK ALL ELECTRONICALLY SECURED DOORS WITHIN THE EGRESS PATHWAY. THE CRITICAL RADIANT FLUX OF 0.45 WATTS PER SQUARE CENTIMETER OR HIGHER, FLOOR COVERINGS OF DOORS SHALL REMAIN UNLOCKED UNTIL THE FIRE ALARM HAS BEEN RESET. NON-PUBLIC AREAS TO MEET CLASS B INTERIOR FLOOR FINISH REQUIREMENTS; CRITICAL RADIANT FLUX 22. CONTRACTOR IS TO PROVIDE DRAWINGS FOR ARCHITECTS APPROVAL SHOWING LOCATIONS OF ALL HVAC BETWEEN 0.22 WATTS PER SQUARE CENTIMETER AND 0.44 WATTS PER SQUARE CENTIMETER. THERMOSTATS, GRILLES AND DIFFUSERS, FIRE AND SMOKE DETECTION DEVICES INCLUDING SPRINKLERS, 9. ENTRANCE DOORS IN THE BUILDINGS WITH OCCUPANCY IN GROUP A, B, E OR M SHALL NOT BE SECURED SMOKE DETECTORS, FIRE EXTINGUISHERS AND HOSE CABINETS, PLUMBING AND PLUMBING EQUIPMENT. FROM THE EGRESS SIDE DURING PERIODS THAT THE BUILDING IS OPEN TO THE GENERAL PUBLIC. 11. CARPET INSTALLATION TO MEET THE GUIDELINES OF THE CARPET AND RUG INSTITUTE -CRI CARPET INSTALLATION STANDARD -CURRENT EDITION. 23. ANY CHANGE IN LIGHT FIXTURE PLACEMENT DUE TO INTERFERENCE OF MECHANICAL OR STRUCTURAL COMPONENTS MUST BE APPROVED BY THE ARCHITECT. 12. PROVIDE FINISHED SCRIBE STRIPS AND FINISHED MILLWORK EDGES TO CREATE A FINISHED REVEAL RECEIVED CONDITION WHERE MILLWORK COUNTERS, CABINETS, ETC. "ABUT" ADJACENT PARTITION CONSTRUCTION. 24. ALL PERMITS INCLUDING FIRE, MECHANICAL, AND ELECTRICAL TO BE FILED SEPARATELY. `'►ITY QF TUICW�1-� 2 5 2pj1 ALL EXPOSED REVEAL SURFACES AND EDGES TO HAVE SAME PLASTIC LAMINATE FINISH AS THE CASEWORK ITEM THEY "ABUT". b 11 0 1 qq .SEP 13. CONTRACTOR TO CLEAN AND REPAIR ALL EXISTING EXTERIOR GLAZING AND INTERIOR RELITE MINI -BLINDS WITHIN THE WORK AREA. PERMIT CENTER 07.20.17 PERMIT/PRICING ISSUE • SeaTacLiI �� / v 08.25.17 PERMIT REVISIONS DRAWN Y.T. I k 11163 \ REGISTERED ITECT CHECKED T.Q.b GENERAL NOTES�� • QUI 1 n k Foster's Building IMOD WC. NN ATELIER 15455 53rd Ave S. 8/25/2017 Tukwila, WA 98188 0_0.1 PRIVATE ROAD PROPER -TV -ONE i i J EXISTING WALKWAY FLUSH WITH PAVING (6) EXISTING PARKING STALLS TO BE CONVERTED TO ACCOMMODATE (3) NEW ADA PARKING STALLS & (1) ADA VAN STALL; RESTRIPE ADA PAINT ADA SIGN ON FLOOR VERIFY AND/OR PROVIDE 5'-0" WIDE CROSSWALK STRIPING TO ACCESSIBLE PARKING; MAXIMUM 2% CROSS SLOPE EACH WAY/ 5% RUNNING SLOPE IN DIRECTION OF TRAVEL b1301g9 DASH LINES INDICATE EXISTING PAINT STRIPE TO BE DEMOLISHED sem ma is NM 1 II 11:1 1111 lag I II I bik ink ATELIER Site Plan Scale: 1/16"=1'-0" EXISTING ROCKERY WALL 3-4' H AT EACH ACCESSIBLE PARKING PROVIDE SIGNAGE IN FRONT OF EACH STALL AS REQUIRED. REFER TO DETAIL 911-9.1 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 A 2010 SeaTac Lighting Foster's Building 15455 53rd Ave S. Tukwila, WA 98188 07.20.17 PERMIT/PRICING ISSUE 08.25.17 PERMIT REVISIONS TIMOTHY C. QUINN STATE OF WASHINGTON 8/25/2017 (.VF u' "ukwlla DESIGN DRAWN CHECKED Y.T. Y.T. T.Q. General Site and Parking Notes: PARKING ANALYSIS: EXISTING 57 PARKING STALLS TO REMAIN, PER WAC CODE, CHAPTER 18.76 MIN. 2 PARKING SPACES REQUIRED PER 1000SF. EXISTING BUILDING IS 19,664SF, 40 STALLS ARE REQUIRED TOTAL. THERE ARE 57 EXISTING PARKING STALLS. (6) STALLS SHALL BE RE -STRIPED AND BE MARKED AS HANDICAPPED (SHONW ON PLAN) REQUIRED BY IBC CODE CHAPTER 1106.1. NO WORK TO EXISTING BUILDING SITE AND/OR EXTERIOR BUILDING; ALL EXISTING TO REMAIN. EXTENT OF CONSTRUCTION PERTAIN ONLY TO INTERIOR SPACE. RECEIVED CITY OF TUKWILA SEP 25 2011 PERMIT CENTER SITE PLAN 0 COMMON PATH OF TRAVEL =103'- '. TOTAL EGRESS PATH OF TRAVEL =159` OFFICE 125 SF SERVER 100 GROS 266 SF 15 GROS 212 SF 100 GROS OFFICE 207 SF OFFICE 279 SF 100 GROS 553 SF 15 GROS STORAGE 1714 SF MM OF OF VE TOTAL = 300 GROS 1715 SF 15 GROS OFFICE 100 GROS EXIT TO LOADING DOCK OFFICE 253 SF 100 GROS STORAGE 255 SF 300 GROS OFFICE 193 SF GI Iii Is '1E1J ill 100 GROS 15 GROS OFFICE 231 SF 100 GROS CONF. RM 1713 SF 15 GROS OFFICE 1938 SF 00 GRO 20 CEPTIO 457 SF 15 GROS 31 EJ MAIN ENTRANCE/ EXIT STORAGE 790 SF 300 GROS 413 SF 15 GROS REVIEWED FOR CODE COMPLIANCE APPROVEi! JAN 2 4. 2010 OFFICE City bf Tukwila tuE! DING Dfti/f '`r''''' General Notes: MEANS OF EGRESS ILLUMINATION: THE MEANS OF EGRESS (EXIT PATHWAY) AND THE EXIT DISCHARGE DOOR SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING IS OCCUPIED AT AN ILLUMINATION LEVEL NOT LESS THAN 1 -FOOT CANDLE (10 LUX) AT THE WALKING SURFACE LEVEL PER IBC 1006. LIGHTING MUST BE PROVIDED WITH EMERGENCY BATTERY BACK-UP PER IBC 1006.3. Legend: po Exiting Plan Scale: 1/8"=1'-0" EXIT bik ink A T E L I E R 2015 IBC SECTION 1008 MEANS OF EGRESS EXIT ILLUMINATION REQUIRED The means of egress serving a room or space shall be illuminated at all times that the room or space is occupied; illumination level shall be not less than 1 footcandle at the walking surface. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure in rooms and spaces that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1_ Aisles, 2. Corridors, 3. Exit access stairways and ramps. In the event of power supply failure in buildings that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Interior exit access stairways and ramps. 2. Interior and exterior exit stairways & ramps, 3. Exit passageways, 4. Vestibules at level of discharge, 5. Exterior landings and areas used for exit discharge. SeaTac Lighting Foster's Building 15455 53rd Ave S. Tukwila, WA 98188 CO MON FLTILIF TRAVEL=40'-0'. TOTAL EGRESS PATH OF TRAVEL = 85.6' OFFICE 244 SF 100 GROS EMERGENCY ILLUMINATION FOR BUILDINGS AND DURATION OF ILLUMINATION (1008.3.2--1008.3.5) In the event of power supply failure in Rooms and spaces, an emergency electrical system shall automatically illuminate all of the following areas: 1. Electrical equipment rooms, 2. Fire command centers, 3. Fire pump rooms, 4. Generator rooms, 5. Public restrooms with an area greater than 300 square feet. The emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or an on-site generator. Illumination level under emergency power, the lighting facilities shall be arranged to provide initial illumination that is not less than an average of 1 footcandle and a minimum at any point of 0.1 footcandle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 footcandle average and a minimum at any point of 0.06 footcandle at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. "COMMON PATH OF EGRESS TRAVEL" IS LESS THAN 100'-0" (75'-0" FOR NO QUICK RESPONSE OR NON SPRINKLERED) AS ALLOWED FOR SPRINKLERED BUILDINGS WITH QUICK RESPONSE HEADS, PER 2006 IBC 1014.3, EXCEPTION #1. INN "TOTAL EXIT ACCESS TRAVEL DISTANCE" IS LESS THAN 300'-0" (200'-0" FOR NO QUICK RESPONSE OR NON SPRINKLERED) AS ALLOWED FOR SPRINKLERED BUILDINGS WITH QUICK RESPONSE HEADS. 1-31 DENOTES NUMBER OF OCCUPANTS Key Notes: 0 ADA CLEAR SPACE PER ANSI A117.1 SECTION 804.6.3. ALL NEW COUNTERS ARE 34" HIGH PER ANSI A117.1 SECTION 308. RECEIVED CITY OF TUKWILA SEP 25 2011 PERMIT CENTER 07.20.17 PERMIT/PRICING ISSUE 08.25.17 PERMIT REVISIONS DRINKING FOUNTAINS WITH WATER BOTTLE FILLER STATION ABOVE. PROVIDE (1) AT ADA ACCESSIBLE DRINKING FOUNTAIN MOUNTED AT 36" A.F.F. MAX PER ICCA117.1-2009 SECTION 602.1. REGISTERED ARCHITECT TIMOTHY C. QUINN STATE OF WASHINGTON 8/25/2017 DESIGN DRAWN CHECKED Y.T. Y.T. T.Q. Code Notes: FLOOR EXIT: 1. 19,664/100 = 197 TOTAL OCCUPANTS IN SUITE: 197/3 = 65.7 PER EXIT. Ibib 2. EGRESS EXIT WIDTH: PER IBC SECTION 1005.1: 65.7 X 0.2 =13.14" MINIMUM EXIT WIDTH. ACTUAL PROVIDED: (1) PAIR OF 42" DOOR AT WEST ENTRY; (1) 36" SINGLE DOOR AT NORTH AND SOUTH SIDES. PER CHAPTER 10 IN BUILDING CODE, ACCESSIBLE MEANS OF EGRESS ARE NOT REQUIRED TO EXISTING BUILDINGS WHERE LEFT UNTOUCHED. TWO MEANS OF EGRESS ON GRADE HAS BEEN PROVIDED ON THE NORTH SIDE. General Notes: THERE IS NO CHANGE OF USE/OCCUPANY, HOWEVER, PLUMBING FIXTURES WHERE AFFECTED BY NEW TENANT SPACE UNDER THIS PERMIT AND ARE RELOCATED AND RE -CONFIGURED TO ACCOMMODATE FOR ADA ACCESSIBILITY PER ANSI A117.1 SECTION 804.6.3 TOTAL FLOOR SF: 19,664 SF; TOTAL OCCUPANT LOAD =19,664/100 = 197. TOTAL SQUARE FEET OF 'A-1' OCCUPANCY AUXILIARY TO TENANT SPACE =1713 SFII5SF PER OCCUPANT = 115 SF. ASSUME 50% FEMALE & 50% MALE (1) STALL REQUIRED PER 75 OCCUPANTS. (1) STALL EACH PER SEX IS REQUIRED. TOTAL SQUARE FEET OF 'B' OCCUPANCY =17,951 SF/100 SF = 180 OCCUPANTS. ASSUME EQUAL NUMBER OF EACH SEX. (1) STALL IS REQUIRED PER 25 OCCUPANTS FOR THE FIRST 50 OCCUPANTS, (1) PER 50 FOR THE REMAINDER EXCEEDING 50. (3) STALLS ARE REQUIRED FOR EACH SEX. (1) OCCUPANCY STALL + (3) OCCUPANCY STALL = 4 STALLS EACH. (4) STALLS EACH AND (2) UNISEX RESTROOMS ARE PROVIDED. (1) LAVATORY IS REQUIRED PER 500 UNDER A-1 OCCUPANCY. (1) LAVATORY IS PROVIDED PER SEX. (1) LAVATORY IS REQUIRED PER 40 OCCUPANTS FOR THE FIRST 80 OCCUPANTS, (1) PER 80 FOR THE REMAINDER EXCEEDING 80. (3) LAVATORIES ARE REQUIRED (PER SEX) AND (3) ARE PROVIDED (PER SEX). DRINKING FOUNTAINS. (1) DRINKING FOUNTAIN IS REQUIRED PER 100 OCCUPANTS. (2) TOTAL DRINKING FOUNTAINS ARE PROVIDED WITH (1) MOUNTED AT HANDICAPPED HEIGHT PER ANSI. brukm9 CODES SUMMARY I -CS -1 a N 3'-4" 53' —9" r • Olt ALl VVIT *41k.4 *4 a ;tI 'c,t►�i�i�i�i�i�i�i111 Y 40)7•Cp: 1 le J 1 41•111100 10....01•10•Mil;10.-iMIN11; -015.b '4,1111111•FINIMM•Ldllil OOm TYP THROUGHOUT. U.N.O. 71 / I I \\ I 7 \ I I \\ �' // \\ // // // // // // /771 I 0 ` 7' 1 I 7N I I-- I 7 ` 1 lz 3'-4" Demolition Platil Scale: 1 /8"=1'-0" I /v 1 I 0 ,. 7' I I v 7N I N I 12 \\ // \\ // \\ // \\ // \\ // \\ // \\I// N I I 7N. I 0 41111.10 Is I 0 `\ v' I I 7 N. I I 7 N Ic71 �' I I 0 ` \ 7' I I 7��\ I v N I Iz 71 77 I/ < 1 0 7\ / N. 7 N I 000 TYP THROUGHOUT. U.N.O. REVIEWED FOR CODE COMPLIANCE APPRovED JAN 2 4 7O1a City of Tukwila _.B.U1LDJN ."' ? ° RECEIVED CITY OF TUKWILA SEP 25 2017 PERMIT CENTER Key Notes: of DEMO EXISTING METAL STOREFRONT DOOR ANk REPLACE WITH NEW GLAZING TO MATCH ADJACENT STYLE AND FINISH. O DEMO EXISTING GLAZING AND MULLION IN PREP FOR NEW DOUBLE ENTRANCE DOORS. REFER TO DOOR SPECS FOR ADDITIONAL INFORMATION. • DEMOLISH EXISTING CASEWORK. AT LOCATIONS WHERE PLUMBING AND/OR FIXTURES ARE DEMOLISHED, TERMINATE AND CAP ALL EXISTING SUPPLY/WASTE LINES BEHIND WALL AND/OR FLOOR BACK TO SOURCE. CONTRACTOR TO ACQUIRE ALL MECHANICAL, FIRE, PLUMBING AND ELECTRICAL PERMIT FOR NEW CONSTRUCTION, TYP. ® HATCHED AREA INDICATES EXTENT OF EXISTING EXISTING ACOUSTICAL TILE CEILING TO BE DEMOLISHED. PATCH AND REPAIR ADJACENT AFFECTED AREAS AS REQUIRED. REFER TO GENERAL NOTES AND REFLECTED CEILING PAN FOR ADDITIONAL INFORMATION. O ALL DECORATIVE CORNICES AT COLUMNS SHALL BE REMOVED. EXISTING COLUMN FURRING SHALL BE REMAIN. O EXISTING GWB CEILING THAT WRAPS MECHANICAL DUCT TO REMAIN. PATCH AND REPAIR ADJACENT AFFECTED SUBSTRATE AS REQUIRED. REFER TO SHEET 1-4.3 FOR ADDITIONAL INFORMATION. O EXISTING SKYLIGHT AND WOOD BEAM STRUCTURE TO REMAIN. CLEAN INTERIOR GLAZING TO LIKE/NEW CONDITION. ® DEMOLISH ELECTRICAL, LOW VOLTAGE AND LIFE SAFETY EQUIPMENT/DEVICES (INCLUDING LOW VOLTAGE CABLING) AS REQUIRED DUE TO DEMOLITION. AT LOCATIONS WHERE ELECTRICAL IS TO BE REMOVED, TERMINATE WIRING AT CLOSEST JUNCTION BOX OR DEMOLISH WIRING BACK TO PANEL. O DEMOLISH EXISTING FINISH FLOORING AND BASE THROUGHOUT, UNLESS OTHERWISE INDICATED. PATCH AND REPAIR AFFECTED SUBSTRATE AS REQUIRED FOR INSTALLATION OF NEW FINISH FLOORING AND BASE MATERIALS. REFER TO FINISH PLAN FOR ADDITIONAL INFORMATION. 10 DEMOLISH ALL LIGHT FIXTURES THROUGHOUT SPACE. REFER TO REFLECTED CEILING PLAN FOR NEW LIGHTING LAYOUT. 11 DEMOLISH EXISTING RAISED PLATFORM. Partition Legend: ANABMATACIRMOKOMVAMMPAPit EXISTING PARTITION/CONSTRUCTION TO REMAIN EXISTING NON-STRUCTURAL PARTITION TO BE REMOVED EXISTING SHELL & CORE WALLS TO REMAIN blk ink ATELIER SeaTac Lighting Foster's Building 15455 53rd Ave S. Tukwila, WA 98188 07.20.17 PERMIT/PRICING ISSUE / \ 08.25.17 PERMIT REVISIONS 11163 REGISTERED HITECT TIMOTHY C. QUINN STATE OF WASHINGTON 8/25/2017 DESIGN DRAWN CHECKED Y.T. Y.T. T.Q. DEMOLITION PLAN 0 LOADING DOCK COLLABORATIVE WORK/LOUNGE 163 BREAKROOM 162 29'-7" GAME ROOM WAR ROOM MOTHER'S ROOM MEN'S R/R WOMEN'S R/R 151 OPEN WORKSTATIONS 144 SERVER/ STORAGE PRIVATE OFFICE 140 ADMIN OFFICE AREA 139 STORAGE 166 TRAINING/ CONFERENCE ROOM 167 Dimension Plan Scale: 1/8"=1'-0" HALLWAY CLOSET STORAGE bik ink ATELIER SeaTac Lighting Foster's Building 15455 53rd Ave S. Tukwila, WA 98188 SAMPLING/ 00 WORKROOM N 174 SALES TEAM AREA ( 151b ) CLOSET HALLWAY 149 OF BEAM co N COPY/PRINT OPEN WORKSTATIONS OPEN MEETING LJ WAR ROOM RECEPTION/ LOBBY ADMIN PRIVATE OFFICE 180 07.20.17 PERMIT/PRICING ISSUE / > > 08.25.17 PERMIT REVISIONS SEPARATE STORAGE RACK PERMIT REQUIRED All rack storage fixtures over 5'-9" high shall be installed under the provisions of a separate storage rack building permit. All rack storage fixtures greater than 8 -feet high shall have the method of anchorage/bracing designed by a professional engineer. Periodic special inspection is required in all cases during the anchorage of racks over 8 -feet in height. Special inspection requirements shallbe specified on the rack permit plan. WAR ROOM 111 OPEN COLLABORATIVE 118 2 TYP. OPP. STAIRS SALES TEAM AREA 130 OPEN WORKSTATIONS LARGE CONFERENCE 119 bi PROJ. MGR AREA 123 DISPLAY/ WORK COUNTER 125 IEU-lb PRIV® J I OFF Key Notes: Partition Legend: O NEW CUSTOM RECEPTION DESK WITH MIN. 36° WIDE ADA -HEIGHT COUNTER. REFER TO SHEET I-7.2 FOR ADDITIONAL INFORMATION. PROVIDE ALLOWANCE OF $15,000. ® STAINED 3/4" THICK APPLE -PLY PANELS APPLIED TO ALL SURFACES OF WALL. ® 1/4" THICK PERFORATED METAL SLIDING PANELS ON ROLLING GLIDE ATTACHED TO UNISTRUT SYSTEM FROM CEILING STRUCTURE. ® PROVIDE ADEQUATE GAUGE STUDS FOR 2 1/2" DIA. CONDUIT TO RUN THROUGH. PROVIDE BACKING TO SUPPORT FLAT SCREEN TV AT ALL CONFERENCE ROOM LOCATIONS, TYP. U.N.O. ® PROVIDE TEMPERED SAFETY GLAZING AT DOORS AND FRAMED GLASS STOREFRONT PARTITIONS AS REQUIRED PER IBC. FRAME SHALL BE ANODIZED ALUMINUM WITH BLACK FINISH BY ALPHA ALUMINUM /WILSON PARTITIONS OR EQUAL. © 2' 6"W X LENGTH ON PLAN X 2'-6"H PLASTIC LAMINATE WORK COUNTER WITH 3" METAL POST LEGS AT 5'-0" O.C. OR AS REQUIRED. WHERE COUNTER IS ADJACENT TO WALL, WALL BRACKETS SHALL BE USED. REFER TO DETAIL 3/1-9.4. • 3'-0"W X 24'-0"L X 3'-6"H PLASTIC LAMINATE WORK COUNTER WITH WATERFALL LEGS ANCHORED TO FLOOR, TYP. REFER TO DETAIL 11/1-9.4. ® 3'-0"W X 11'-0"L X 2'-6"H PLASTIC LAMINATE WORK COUNTER WITH 3" WOOD POST LEGS ON EACH CORNER AND AT CENTER OF TABLE AS REQUIRED. ® STEEL FRAME FULL HEIGHT OPEN BOOKSHELF WITH WOOD SHELVES AT 1'-8" O.C. ANCHORED TO FLOOR AND ADJACENT WALL. 10 FULL HEIGHT ADJUSTABLE SHELVES ON STANDARDS AND BRACKETS, PROVIDE BACKING AT WALL. REFER TO DETAIL 2/1-9.3. • 11 (18)1-1/2" X 4" X FULL HEIGHT WOOD WRAPPED OVER MDF POSTS ANCHORED TO FLOOR AND CEILING SPACED 6" APART FROM EACH OTHER. 12 7'-4"WIDE X 8'-7" HIGH SLIDING WOOD BARN DOOR WITH OVERHEAD AND FLOOR ROLLER GLIDE AT GAME ROOM #158. 13 5'-4"W X 20'-8"L X 2'-6"H P -LAM TABLE WITH CENTRAL VERTICAL SUPPORT ANCHORED TO FLOOR FOR LATERAL SUPPORT AND POWER SUPPLY. 14 3" SQUARE TUBULAR POST ANCHORED TO FLOOR AND CEILING WITH 5-1/2" SQ. METAL STEEL PLATE 15 3/8" THICK TEMPERED FULL HEIGHT GLAZING WITH 2" TOP AND 4" BOTTOM BLACK ANODIZED ALUMINUM SHOE. EXISTING PARTITION TO BE REMOVED EXISTING PARTITION/CONSTRUCTION TO REMAIN EXISTING SHELL & CORE WALLS 3-5/8° STEEL STUD FULL-HEIGHT/CEILING HEIGHT NON -RATED PARTITION WITH SOUND BATT INSULATION. (1) LAYER 5/8" GWB ON EACH SIDE. REFER TO DETAIL 4/1-9.1. 3-5/8" STEEL STUD FULL -HEIGHT NON -RATED PARTITION WITH SOUND BATT INSULATION. (2) LAYER 5/8" GWB ON EACH SIDE. REFER TO DETAIL 31-9.1. 2-1/2" STEEL STUD CEILING HEIGHT NON -RATED PARTITION WITH SOUND BATT INSULATION. (1) LAYER 5/8" GWB ON EACH SIDE. REFER TO DETAIL 4/1-9.1 SIM. 3-5/8" STEEL STUD 9'-0"HIGH NON -RATED PARTITION WITH (1) LAYER 5/8" GWB ON EACH SIDE. REFER TO DETAIL 5/1-9.1 SIM. 3-5/8" STEEL STUD 3'-6"HIGH NON -RATED PARTITION WITH (1) LAYER 5/8" GWB ON EACH SIDE. REFER TO DETAIL 5/1-9.1. REVIONED FOR CODE COMPLIANCE APPROVED JAN 211 2010 RECEIVED CITY OF TUKWILA SEP 2 5 2017 PERMIT CENTER 11163 REGISTERED CHITECT TIMOTHY C. QUINN STATE OF WASHINGTON 8/25/2017 DESIGN DRAWN CHECKED Y.T. Y.T. T.Q. DIMENSION PLAN 1-2.1 STORAGE COLLABORATIVE WORK/LOUNGE 163 BREAKROOM GAME ROOM WAR ROOM MOTHER'S ROOM MEN'S R/R OPEN WORKSTATIONS SERVER/ STORAGE PRIVATE OFFICE ADMIN OFFICE AREA STAIRS SALES TEAM AREA WOMEN'S R/R © El I 0 0 El El COPY/PRINT B CLOSET HALLWAY LOADING DOCK OPEN • WORKSTATIONS [1b PRIVAtiE I OFFIC HALLWAY STORAGE CLOSET OPEN MEETING TRAINING/ CONFERENCE ROOM SALES TEAM AREA WAR ROOM M RECEPTION/ LOBBY ADMIN REVIEWED FOR CODE CAMP UANGE AP P 5.:Vt JAN A 701a 1 10 Power/Furniture Plan s Scale: 1/8"=1'-0" STORAGE PRIVATE OFFICE CAt Lauatmoirt RECEIVED CITY of TUKWILA SEP 2 5 2011 PERMIT CENTER OPEN COLLABORATIVE LARGE CONFERENCE PROJ. MGR AREA DISPLAY/ WORK COUNTER Key Notes: O ALL ANCILLARY FURNITURE, FIXTURES AND EQUIPMENT ARE TO BE TENANT FURNISHED AND INSTALLED, INCLUDING BUT NOT LIMITED TO FILE CABINETS, TABLES, CHAIRS AND NON -IDENTIFIED MILLWORK. O PROVIDE PAC511 BOX RECESSED INTO WALL AT EACH CONFERENCE ROOM WHERE LED TV SHALL BE MOUNTED. VERIFY EACH LOCATION OF TV DISPLAY WITH TENANT AND/OR ARCHITECT PRIOR TO INSTALLATION OF POWER OUTLET. OPROVIDE J -BOX (WIP CONNECTIVITY) PACKAGE TO SUPPLY EACH WORKSTATION WITH VOICE/DATA CONNECTIVITY AND (4) DUPLEXES. WORKSTATIONS ARE TO BE FED ON EIGHT (8) WIRE SYSTEM. VOICE/DATA AND POWER CABLING TO BE COORDINATED WITH FURNITURE VENDOR FOR FURNITURE LAYOUT. REUSE EXISTING FLOOR POWER MONUMENTS WHERE APPLICABLE. /� PROVIDE CORE DRILL AT SPECIFIED LOCATIONS WITH VOICE/DATA CONNECTIVITY \ `� / AND (1) QUADPLEX, VGA AND DISPLAY -PORT CONNECTIONS FOR TENANT FURNISHED CONFERENCE/MEETING TABLES. ALL WIRING SHALL BE BUNDLED INTO (1)1-1/4° DIA. CONDUIT FROM WALL TO CONFERENCE TABLE FLOOR CORE. VERIFY SIZE OF CABLES AND WIRING WITH TENANT AND/OR AN CONSULTANT. COORDINATE WITH ARCHITECT AND/OR FURNITURE VENDOR FOR EXACT LOCATION OF POWER FEED PRIOR TO CORED DRILLING. REUSE EXISTING FLOOR POWER MONUMENTS WHERE APPLICABLE. PROVIDE DEDICATED 1 TON COOLING UNIT AT SERVER ROOM. C 6) DASHED LINES INDICATE LOCATION OF FULL HEIGHT X FULL LENGTH PAINTED / FIRE -RETARDANT PLYWOOD PANELS AT SERVER ROOM #141. 7 PLOTTERS AND COPIERS SHALL BE RELOCATED FROM EXISTING TENANT SPACE. VERIFY SPECIFIC POWER/DATA REQUIREMENTS WITH TENANT. \ 8 ALL KITCHEN APPLIANCES AT BREAKROOM, INCLUDING MICROWAVE, / DISHWASHER, COFFEEMAKER, ICEMAKER, ELECTRIC COOKTOP, TYPE -1 HOOD AND REFRIGERATOR(S) SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR. COORDINATE ALL APPLIANCES WITH ARCHITECT PRIOR TO FABRICATION AND INSTALLATION. O PROVIDE FRANKE MODEL #BB2200 HOT/WATER FILTER AND GARBAGE DISPOSAL AT KITCHEN SINK AT CENTER ISLAND. Symbols Legend: FEC.MIN "CLASS 2A" FIRE EXTINGUISHER CABINET (MAX 75' TRAVEL DISTANCE APART) DUPLEX RECEPTACLE DEDICATED DUPLEX RECEPTACLE GFI DUPLEX RECEPTACLE FOURPLEX RECEPTACLE DEDICATED FOURPLEX RECEPTACLE SPECIAL RECEPTACLE CORE DRILL J -BOX FOR TENANT PROVIDED SYSTEMS FURNITURE. POWER POLE A.©®646iii VOICE/DATA RECEPTACLE. CONTRACTOR TO PROVIDE MUD RING AND PULL STRING PROXIMITY CARD READER - WALL TAG OUTLET FINISHES: ISOLATED GROUND- GRAY UPS- ORANGE ALL OTHERS- WHITE SWITCH FINISH: WHITE (DECORA ROCKER SWITCH OR EQUAL) COVERPLATE FINISH: WHITE (INCLUDES ALL COVERPLATES-POWERNOICE/DATA) NO DESIGNATION= EXISTING N = NEW 8/OR RELOCATED (COORDINATE RELOCATED ITEMS W/ARCHITECT) b 019 bik ink ATELIER SeaTac Lighting Foster's Building 15455 53rd Ave S. Tukwila, WA 98188 07.20.17 PERMIT/PRICING ISSUE / \ 08.25.17 PERMIT REVISIONS 11163 REGISTERED RCHITECT • TIMOTHY C. QUINN STATE OF WASHINGTON 8/25/2017 DESIGN DRAWN CHECKED Y.T. Y.T. T.Q. POWER/FURNITURE PLAN 1-3.1 F13 F13 F13 F13 EXIST 113 11'-4" - - -F47 6L r • --"-F8- F8 0.0 8'-9" 11'-4" F13 F73 F13 EXIST 11'-4" F13 ....................... 9r r2 'r... .�.�. . F15 EXIST 11'-4" ❑F18 0 F18 FIB E LIErall Ft Fl ..................... >se OE2 9'-2" 00. ............................. OF2 OF2 ..: F17...'... 111 F1 8'-7" • TYP. ..- -F17--- 8 -7" TYP. F7 OF2 OF OF2 OF2 / / / / / / / ®F2 ®F2 O F2 7 / / / / / / i / OF2 ®F2 EXIST ®F2 ®F2 O Fz F13 F13 F13 181 ®F2 EXIST 11'-4" OF2 OF2 O Fz .., 7 N.7 Lp7 \\// ..,,, op, N F4 F4 N OF, ®F2 101 OF, OF2 OF2 M=ILL. \/ N a 7 7 N N F4 a EXIST 11'-4" 00 F4 TYP. THROUGHOUT U.N.O. a a ®F2 lel OF2 OF2 OF2 -F17 F4 F4 a F12 a EXIST F12 OF2 OP7 F17- a ©p7 15 ---55-i-lB F10 OF2 a F1 a '-0" F1 F1 ®F2 ®P7 N 7 N F4 F4 a OF2 7 7 7 N N a (-)F2 a a YP7 ®P7 OF2 N N N N 7 7 7 a a lel a ®P7 F3 F3 OF2 OF2 OF2 a 7 7 7 7 N N N N F4 F4 c>„ a lel P7 ®P7 0,7 TYP --- - 2!F Ll -L }it7 ---F,7--- -----F1r-- F4 t OE2 O F2 ®E2 OF2 EXIST 11'-4" F11 • t, .F17" F13 Ff5- Ff5- P8 TYP. 2 F4 F4 4 io Reflected Ceiling Plan Scale: 1/8"=1'-0" ©F F11 ©F F1 El b 1 F17. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 4 7018 City ui _D.111 ),I E, p)t / RECEIVED CITY OF TUKWILA SEP 2 5 2017 PERMIT CENTER 9-0 II I Key Notes: O NEW 2'X2' CEILING GRID AND TILE SYSTEM BY ARMSTRONG AT ALL SHARED TEAMING OFFICES AND CONFERENCE ROOMS MOUNTED AT 9'-2" A.F.F. ALL HARDLID CEILING SHALL RECEIVE LEVEL 5 FLAT FINISH. PROVIDE EGGSHELL FINISH AT NEW RESTROOMS. HEIGHT OF CEILING AS SHOWN ON PLAN. RE -PAINT ALL EXISTING GWB CEILING P-1 FLAT FINISH AND EXPOSED TO STRUCTURE AREAS WHERE EXIST TO BE SPRAY -PAINTED P-2 AT ROOM #167. COORDINATE ALL EXPOSED ELECTRICAL, LOW VOLTAGE (WAP'S), AV, MECHANICAL AND LIFE SAFETY DEVICES TO AVOID CONFLICTS. LIGHTING PLACEMENT TO TAKE PRIORITY OVER ALL OVER DEVICES AND ABOVE CEILING CONFLICTS. MECHANICAL SUBCONTRACTOR SHALL COORDINATE ALL SUPPLY/RETURN AND MISCELLANEOUS MECHANICAL EQUIPMENT WITH ARCHITECT AND MECHANICAL ENGINEER AT HARDLID CEILINGS. ALL SUPPLY AND RETURNS SHALL BE LINEAR GRILLES AT HARDLID CEILINGS; PAINT TO MATCH CEILING COLOR. MODIFY EXISTING ELECTRICAL, MECHANICAL AND LIFE SAFETY SYSTEMS AS REQUIRED BY SCOPE OF NEW WORK, INCLUDING BUT NOT LIMITED TO CIRCUITING, SWITCHING, DUCTING (SUPPLIES/RETURNS), BALANCING AND/OR HORN/STROBE RELOCATION, NEW SPRINKLER LAYOUT. ALL SHOP DRAWINGS SHALL BE SUBMITTED TO ARCHITECT AND CITY FOR FINAL APPROVAL. 1-1/2" X 4" X FULL HEIGHT WOOD STAINED APPLE -PLY AT 8'-3" A.F.F. WITH PAINTED BACKER ROD ATTACHED TO 15/16" CROSS T -BAR (PAINTED) AT 3'-0" O.C. WHERE EXPOSED TO STRUCTURE. UNISTRUT SHALL BE ATTACHED TO ALL THREAD SCREWED TO STRUCTURE ABOVE AT 4'-0" O.C. (PAINTED BLACK) PER DETAIL 10/1-9.2. CONTINUOUS GLIDING TRACK - HAFELE OR EQUAL, FOR PERFORATED PANEL BELOW ATTACHED TO UNISTRUT SYSTEM AND EXISTING STRUCTURAL BEAM ABOVE. 2'X8' TECHZONE SYSTEM WITH INTEGRATED LINEAR LIGHTING AND DIFFUSERS. MECHANICAL SUBCONTRACTOR TO COORDINATE ADEQUATE AIR DISTRIBUTION IN THIS ROOM. 4'-6°W X FULL LENGTH OF BEAM SPAN GREY F -SORB RIGID PANELS HUNG AT 10'-0" A.F.F. PROVIDE NEW MIN. 150CFM EXHAUST FAN IN BREAK ROOM REQUIRED BY BUILDING CODE. AT BISTRO AREA, PROVIDE TO VENT TO ROOF. MECHANICAL CONTRACTOR TO COORDINA VENTING SYSTEMS WITH ARCHITECT, TENANT AND/OR MECHANICAL ENGINEER. ARMSTRONG LINEAR WOOD GRILLE CEILING AT BREAKROOM LOUNGE AREA HUNG AT 10'-6" A.F.F. PAINT ALL CEILING ABOVE AT THIS AREA BLACK, INCLUDING SUSPENDED GRID SYSTEM U.N.O.. ILLUMINATED EXIT LIGHTING SHALL BE DOUBLE-FACED EDGE -LIT LED BY EXITRONIX OR EQUAL WITH EMERGENCY BATTERY BACKUP EQUIPPED. ALL EXIT LIGHTS AND FINAL EGRESS LIGHTING LOCATIONS SHALL BE DETERMINED BY BUILDING AND FIRE INSPECTOR'S FIELD PLACEMENT DETERMINATION. EXISTING GWB CEILINGS TO REMAIN, INCLUDING DROPPED SOFFIT CEILINGS. ALL EXISTING CEILING RATED ASSEMBLIES SHALL REMAIN. RE -PAINT THROUGHOUT. SIDENTIAL TYPE HOOD bik ink. ATELIER SeaTac Lighting Foster's Building 15455 53rd Ave S. Tukwila, WA 98188 07.20.17 PERMIT/PRICING ISSUE / \ 08.25.17 PERMIT REVISIONS 11163 \ REGISTERED CHITECT TIMOTHY C. QUINN STATE OF WASHINGTON 8/25/2017 DESIGN DRAWN CHECKED Y.T. Y.T. T.Q. REFLECTED CEILING PLAN 1-4.1 T Equipment Specifications - Main Break Z DESCRIPTION 1 Equipment Specifications - Bar Area DESCRIPTION KITCHEN SINK MFR: KOHLER MODEL: #K-3821-1 VAULT LARGE SINGLE KITCHEN SINK SIZE: 33"L X 22"W DEPTH: 9-5/16" FINISH: 18 GAUGE STAINLESS STEEL FAUCET MFR: MODEL: SIZE: FINISH: KRAUS #KPF-1602SS SINGLE HANDLE WITH PULL-OUT COMMERCIAL STYLE PRE -RINSE 28.4"H X 10.1" SPOUT REACH CHROME M BAR SINK MFR: FRANKE MODEL: #FKBX11013 KUBUS UNDERMOUNT BAR SINK SIZE: 14-9/16"L X 16-15/16"W DEPTH: 7-7/8" FINISH: 18 GAUGE STAINLESS STEEL FAUCET MFR: MODEL: SIZE: FINISH: DELTA #D1959LF SINGLE HANDLE 11-1/2"H X 5-15/16" SPOUT REACH CHROME HOT/COLD FILTER FAUCET: MFR: FRANKE MODEL: LB9100 HOT AND FILERED COLD WATER DISPENSER SIZE: 9-1/2"H X 7" SPOUT REACH FINISH: POLISHED CHROME IN -SINK FILTERED WATER SYSTEM MFR: FRANKE MODEL: FRCNSTR100 n DISHDRAWER MFR: FISHER & PAYKEL MODEL: #DD36SDFTX2 SINGLE DISH DRAWER SIZE: 35-1/4"W X 22-1/2"D X 18-3/4"H COLOR: STAINLESS STEEL C BUILT-IN 15" ICEMAKER MFR: GE MODEL: #UNC15NJII SIZE: 14-7/8"W X 22-314"D X 34"H HINGE: RIGHT COLOR: STAINLESS STEEL WITH CLEAR GLASS DOOR BUILT-IN COFFEE MAKER MFR: MIELE MODEL: CVA #6401 OBSW SIZE: 21-7/16"W X 18-1/8"D X 17-1/2"H FINISH: OBSIDIAN BLACK ❑D TRASH COMPACTOR MFR: KITCHENAID MODEL: KUCSO3FT SIZE: 15"W X 24"D X 34-1/4"H (WITH TRIM KIT) COLOR: STAINLESS STEEL El BUILT-IN KEGERATOR MFR: MARVEL MODEL: #ML24BSS2LS SIZE: 23-7/8"W X 21-1/2"D X 34"H COLOR: STAINLESS STEEL E❑ ALL FREEZER MFR: FRIGIDAIRE MODEL: #FPRU19F8RF 19 CU.FT. BUILT-IN ALL FREEZER SIZE: 32"W X 26-1/2"D X 70-5/8"H COLOR: STAINLESS STEEL QUANTITY: I Q FRESH FOOD COLUMN REFRIGERATOR MFR: THERMADOR MODEL: #T24IR800SP 13.2 CU. FT SIZE: 23-3/4"W X 24"D X 84"H FINISH: STAINLESS STEEL ALL REFRIGERATOR MFR: FRIGIDAIRE MODEL: #FPRU19F8RF 18.6 CU.FT. ALL REFRIGERATOR SIZE: 32"W X 26-1/2"D X 70-5/8"H COLOR: STAINLESS STEEL QUANTITY: 1 El WINE COOLER MFR: THERMADOR MODEL: #T18IW800SPE TEMPERED GLASS WINE CABINET SIZE: 17-3/4"W X 24"D X 84"H HINGE: RIGHT COLOR: STAINLESS STEEL WITH CLEAR GLASS DOOR El DOUBLE WALL OVEN MFR: FRIGIDAIRE MODEL: #FPET3077RF 30" ELECTRIC CONVECTION DOUBLE-WALL OVEN SIZE: 30"W X 24-314"D X 50-7/16"H COLOR: STAINLESS STEEL 0 MICROWAVE MFR: FRIGIDAIRE MODEL: #FGM0205KF STAINLESS 2.0 CU.FT CAPACITY SIZE: 24"W X 19-1/8"D X 13-3/8"H COLOR: STAINLESS STEEL QUANTITY: 2 TRIM KIT MFR: FRIGIDAIRE MODEL: #MWTK3OKF 30" BUILT-IN TRM KIT 0 BUILT-IN COOKTOP MFR: FRIGIDAIRE MODEL: #FPIC3677RF - (5) HEATING RANGE SIZE: 36"W X 20-118"D X 2-7/8"H El HOOD MFR: TODAY'S KITCHEN MODEL: #RH701 36" WALL RANGE HOOD SIZE: 35-15/16"W X 22-1/2"D X 9"H; 46 1/2" WITH DUCT DUCT COVER: 12" COLOR: STAINLESS STEEL K PREP SINK MFR: KOHLER MODEL: #K-3822-1 VAULT SINGLE KITCHEN SINK SIZE: 25"L X 22"W DEPTH: 9-5/16" FINISH: 18 GAUGE STAINLESS STEEL FAUCET MFR: MODEL: SIZE: FINISH: DELTA #9159 -DST SINGLE HANDLE WITH PULL-OUT SPRAY 15-11/16"H X 9-1/2" SPOUT REACH CHROME L ADA DISHWASHER MFR: BOSCH MODEL: #SGE53U55UC 300 SERIES SIZE: 23-9/16"W X 22-9/16"D X 32-1/16"H COLOR: STAINLESS STEEL Symbols Legend: TYPE SYMBOL MFG. $ DESCRIPTION Sy TYPE mbols Legend SYMBOL MFG. DESCRIPTION TYPE SYMBOL MFG. DESCRIPTION SWITCH $3 3WAY SWITCH 10I BLDG STD EXIT LIGHT Fl LEDALITE MODEL: 4224 -D1 -ST -L -8B -C -S -7 -VOLT E LAMP: 34W LED "SILKSPACE" RECESSED 2X4 FIXTURE WIRELESS ACCESS POINT (BY NV) CLNG-1 ARMSTRONG NEW 2' X 2' SUSP. ACOUSTICAL CEILING GRID & TILE. REFER TO 2, 3 & 6/1-9.2 FOR BRACING. STYLE: CIRRUS FINE TEXTURE (589) SIZE: 24" X 24" X 3/4" GRID: 9/16" SUPRAFINE FINISH: WHITE F2 LIGHTOLIER CALCULITE LED GEN 3 CYLINDER DOWNLIGHT MODEL: C4 -P -DL -15 -9 -35 -M -Z10 -U- CL -B/ CABLE KIT: CA -CK -36 -BK SIZE: 5-1/8"O.D. X 7"H; 16W LED BOT. OF FIXTURE: 9'-0" A.F.F. F20 DELTA LIGHT "SPLITLINE 29" RECESSED MOUNTED PROFILE PROFILE MODEL: 6 372 29 00 (BLACK) END CAP - 372 29 03 01 BLACK LAMP: #6 372 29 61 42 - (6) 4X1 W LED LENGTH: PER PLAN CLNG-2 GWB EXISTING GWB SOFFIT F3 LEDALITE FLOAT PLANE DIRECT/INDIRECT LINEAR WALL MODEL: 24 -G8 -L -B -G -A -G -06 -E -VOLT - E -T MOUNT: CABLE KIT; ENDCAP STYLE - EDGE LAMP: 39W LED/ 75% DOWN BOT. OF FIXTURE: 8'-0" A.F.F. F21 • " " " 000 I DELTA LIGHT "SPLITLINE M52" SURFACE MOUNTED SYSTEM PROFILE MODEL: 420 52 20 00 (BLACK) END CAP -3420 52 03 01 BLACK LAMP: (3)SPL52 3LED 3033 DIM1 @ 7W EA (8)SLP52-MIDISPY 83040 @ 9W EA. LENGTH & LAYOUT: PER PLAN LENGTH & DIAGRAM: PER PLAN CLNG-3 GWB GWB SOFFIT REFER TO SHEET I-9.2 FOR SOFFT BRACING DETAILS CLNG-4 ARMSTRONG WOODWORKS GRILLE MODEL: 7265BD-GWN SIZE: 12" X 96" X 2-1/4" (6 BLADE) FINISH: WALNUT (GWN) END CAP: 7171-GWN (4-1/4"H) LOCATION: WORK LOUNGE 162 F4 F5 LEDALITE PINNACLE MICROSQUARE GEN 2 SUSPENDED LINEAR MODEL: 2206 -L -B -E -L -Q -06 -G -VOLT -E -T MOUNT: CABLE KIT; ENDCAP STYLE - SOLID CUBE LAMP: 49W LED BOT. OF FIXTURE: 9,-0" A.F.F. EDGE EVOLUTION 3 RECESSED LINEAR W/ MR MODEL: EV3-A-835H0-35-4-GS-VOLT-P- M-0-GR-LMRF-PD1 LAMP: 18.4W LED & (2)10W MR16 FINISH: GRAPHITE F22 CSL ECO LIGHTBAR LED UNDER CABINET MODEL: ELB-24-SA-ELB-CON-3 LAMP: 12W PER 24"L CLNG-5 ARMSTRONG NEW 2' X 6' SUSP. ACOUSTICAL CEILING GRID AND TILE STYLE: OPTIMA PLANK -WHITE SIZE: 24" X 72" X 1" GRID: 9/16" INTERLUDE XL LOCATION: #110, 111, 119 & 160 F6 XAL STILO 60 LED 5' SUSPENDED LINEAR MODEL: N513 -1 -QS -74D -7270-H-88-0925 LAMP: 34W LED FINISH: BLACK BOT. OF FIXTURE: ALIGN WITH ADJ. CEILING P1 P2 FABBIAN ZANEEN TOROIDALE LARGE SUSPENSION MODEL: D71A01A00 SIZE: 45-1/4"DIA X 13-3/16"H; LAMP: 12 X 23W E26 BOT. OF FIXTURE: 6'-6" A.F.F. "VIKI" SUSPENSION PENDANT MODEL: D8-1361 SIZE: 29-1/2"DIA. X 8-1/2"H FINISH: WHITE LAMP: 3X13W CFL (PROVIDE RETROFIT LED) BOT. OF FIXTURE: 5'-0" A.F.F. CLNG-6 ARMSTRONG NEW 2' X 8' TECH -ZONE SUSP. ACOUSTICAL CEILING GRID AND TILE STYLE: OPTIMA PLANK -WHITE SIZE: 24" X 96" X 1" GRID: 9/16" INTERLUDE XL LOCATION: #167 F7 0 CSL 2" LED ROUND CYLINDER PENDANT MODEL: LP2-35-MB-3-EL1 SIZE: 6-3/4"X 2-1/4"DIA. LAMP: 14W LED @ 3500K FINISH: MATTE BLACK BOT. OF FIXTURE: ALIGN WITH ADJ. CEILING P3 ARTEMIDE EGGBOARD MATRIX SUSPENSUIB MODEL: MEBSLMB83508AN SIZE: 62-3/4"W X 31-5/16"D LAMP: 64.6W LED FINISH: WHITE BOT OF FIXTURE: 9'-0" A.F.F. F8 0 CSL 2" LED ROUND CYLINDER PENDANT MODEL: LP2-30-MB (ABL) -3 -ELI SIZE: 6-3/4"X 2-1/4"DIA. LAMP: 14W LED @ 3000K FINISH: MATTE BLACK (AGIAN BLUE @ RECEPTION ONLY) BOT. OF FIXTURE: 6'-6"A.F.F. P4 ZANEEN "QSO" LED PENDANT MODEL:121767 SIZE: 20-9/16"DIA. X 24-15/16"H; LAMP: 44.5W @ 3000K BOT. OF FIXTURE: 7'-0" A.F.F. Lighting Power Budget ALLOWABLE WATTAGE PER SF SQ. FT. 19664 WATTS PER SF 0.91 TOTAL ALLOWED WATTS 17894 F9 Ol LIGHTHEADED 4" ROUND ADJUSTABLE DOWNLIGHT MODEL: 4-164-T-60° HOUSING: L4L-F-RA LAMP: 12W LED FINISH: MATTE SILVER P5 TECH LIGHTING "AKOVA" GLOBE PENDANT MODEL: 700MPAKVBRR-LED927 SIZE: 7"DIA X 7"H COLOR: MATTE BLACK/AGED BRASS LAMP: 14W LED @ 2700K BOT. OF FIXTURE: 6'-0" A.F.F. TYPE WATTS/ FIXTURE QTY. TOTAL WATTS Fl 34 8 272 F2 16 54 864 F10 CSL 3" LED ECO RECESSED ROUND DOWNLIGHT MODEL: EDL -NC -35-4X; TRIM: EDL -1005-4X; REFLECTOR: RFLR-1001 LAMP: 22W XICATO P6 TECH LIGHTING "GATICA" 6"W STATIC LINEAR PENDANT MODEL: GP106-S-08-A2-3-SA12-835S-0-VOLT COLOR: SILVER LAMP: 11W PER LF @ 3000K BOT. OF FIXTURE: 6'-0" A.F.F. F3 49 8 392 F4 49 20 980 F5 38.4 2 76.8 F11 ARTEMIDE LEDBAR 60" DIRECT/INDIRECT SQUARE SUSPENSION MODEL: RDLBC5SB93508A LAMP: 35W LED FINISH: ANODIZED ALUMINUM & GREY ENDCAP BOT. OF FIXTURE: 7'-6" A.F.F. P7 TECH LIGHTING "PARAVO" SUSPENDED PENDANT MODEL: 700-TD-PRVP-BB-LED927 COLOR: GLOSS BLACK/MATTE BLACK LAMP: 19W LED @ 2700K BOT. OF FIXTURE: 6'-0" A.F.F. F6 34 2 68 F7 14 6 84 F8 14 11 154 F9 12 6 72 F12 DAY-BRITE LBX 4' LED LINEAR SUSPENDED SHOPLIGHT MODEL: LBX-55L-835-UNV-M ACCESSORIES: FKR-126 LAMP: 31W LED FINISH: WHITE BOT. OF FIXTURE: 9'-0" A.F.F. P8 I I TECH LIGHTING "ZHANE" LINEAR PENDANT MODEL: #700LSZHN-38-Z-LED277 SIZE: 38.5"L X 4"D X 3"H COLOR: ANTIQUE BRONZE LAMP: 30W LED @ 3000K BOT. OF FIXTURE: 6'-0" A.F.F. F10 22 22 484 F11 35 18 630 F12 31 2 62 F13 62 13 806 F13 DAY-BRITE LBX 8' LED LINEAR SUSPENDED SHOPLIGHT MODEL: LBX-110L-835-UNV-M ACCESSORIES: FKR-126 LAMP: 62W LED FINISH: WHITE BOT. OF FIXTURE: 9'-0" A.F.F. F14 89.5 4 358.0 F15 55.4 4 221.6 F16 2.5 58 145.0 F17 18 48 864 F18 30 10 300 F14 ONESPACE LUMINOUS LED LARGE CEILING PANEL MODEL: LP710-ONESPACE-PREFAB-3000K ORDER CODE: 912000000416 SIZE: 5'-7"W X 9'-4"L LAMP: 1.67W/SQ. FT FINISH: WHITE FABRIC WITH BLACK FRAME BOT. OF FIXTURE: 10'-0" A.F.F. P9A P9B O ARTEMIDE "EMPATIA 26" PENDANT MODEL: 1819118A SIZE: 10-1/4"DIA X 17"H COLOR: WHITE/FROSTED GLASS LAMP: 16W LED @ 3000K BOT. OF FIXTURE: 7'-0" A.F.F. "EMPATIA 36" PENDANT MODEL: 1823018A SIZE: 14-3/16"DIA X 20"H COLOR: WHITE/FROSTED GLASS LAMP: 24W LED @ 3000K BOT. OF FIXTURE: 6'-0" A.F.F. (NOTE: 1 OF EACH SIZE) F19 7.2 6 43.2 F20 4 7 28 F21 117 2 234 F22 12 8 96 F15 LIGHTOLIER TRUGROOVE STANDALONE RECESSED LINEAR MODEL: 39S0 -L -B -E -M -S -1 -08 -1 -VOLT LAMP: 55.4W @ 3500K FINISH: WHITE NOTE: TO BE USED WITH ARMSTRONG TECH -ZONE SYSTEM P1 276 1 276 P2 39 1 39 P3 64.6 3 193.8 P4 44.5 4 178.0 F16 CSL FLEXIBLE CONCEALED LINEAR LIGHITNG W/ LENS MODEL: INVLED-4-30-2; REFLECTOR :NVLED-KICK-WT LAMP: 2.5W PER SOCKET FINISH: WHITE P5 14 8 112 P6 88 2 176 P7 19 20 380 F17 ELEMENT 3" SQUARE LED ADJUSTABLE DOWNLIGHT MODEL: E3S-LF-LH935-60-A-N-019-VOLT TRIM: E3S-L-B-O-B LAMP: 18W LED FINISH: MATTE SILVER P8 30 1 30 P9A 16 1 16 P9B 24 1 24 F18 0 PERFORMANCE IN LIGHTING Q -CEILING SURFACE MOUNTED DOWNLIGHT MODEL: 070133-3000K-40° SIZE: 5.31 "SQ. X 7.61"H LAMP: 30W LED FINISH: IRON GRAY 8659.4 F19 w ZANEEN Q3 WALL SCONCE MODEL: L1030007 -3000K - LAMP: 7.2W SIZE: 8-11/16"H X 2-13/16"DX 4-5/16'W FINISH: BLACK MOUNT HT: 5'-0"A.F.F. bii.O1g9 REVIEWED FOR ODE COMPLIANCE APPROVED 'JAN 2 4 2010 City of Tukwila RECEIVED CITY OF TUKWILA SEP 2 5 2017 PERMIT CENTER NOTE: THIS IS FOR REFERENCE ONLY. ELECTRICAL CONTRACTOR TO SUBMIT FINAL ELECTRICAL PERMIT TO CITY. blk ink ATELIER SeaTac Lighting Foster's Building 15455 53rd Ave S. Tukwila, WA 98188 07.20.17 PERMIT/PRICING ISSUE / > > 08.25.17 PERMIT REVISIONS 11163 REGISTERED ITECT TIMOTHY C. QUINN STATE OF WASHINGTON 8/25/2017 DESIGN DRAWN CHECKED Y.T. Y.T. T.Q. LIGHTING & EQUIPMENT SPECIFICATIONS 1-5.0 ALIGN ALIG 111 0) Ii (‘, I I I 1 0 Op. 01111 Enlarged Restroom Plan Scale: 3/ .1 g ° 2* -0" 0 0 3'-5" MAX. 12" MAX' 3'-6" MIN. 0 0 0 ADA Restroom & Toilet Accessories! Mounting Heights Scale: 3/8"=1'-0" FULL LENGTH MIRROR WITH 1" S/S FRAME UNDERMOUNT SINK SOLID SURFACE COUNTERTOP & BACKSPLASH WITH 2-1/2" THICK VANITY PANEL LAVATORY SANITARY DISPENSER • NAPKIN DISPENSER/ TRASH UNIT 2'-0" 7" N - • - • - . - - • - - • - • - . - • - - - • - • - • - . - - • - • - . - • - • - • - • - • - • - . _ • - • - . - • - . - . -.Ce . ---- _„ N Tsem — leg ru 1'-8" EQ. 1-0 1 /4" / Men's/Women's Restroom Vanity Sink I 3'-0 1 /4" ct LL: 5 '4 Lz 0@ x 0< m MIRROR WITH 1" S/S FRAME UNDERMOUNT SINK ® RECESSED PAPER TOWEL DISPENSER/WASTE RECEPTACLE ® S/S GRAB BAR 0 TISSUE DISPENSER ® TOILET SEAT COVER DISPENSER ® SANTARY NAPKIN DISPENSER ® TOILET ® URINAL ® SINK 0 COUNTER MOUNTED SOAP DISPENSER TOILET SEAT DISPENSER PORCELAIN TILE SOLID SURFACE THROUGHOUT COUNTERTOP & WET WALL BACKSPLASH WITH 2-1/2" THICK VANITY PANEL HARDPIPE COVER PROTECTION OVER HOT/COLD WATER PIPE DRAIN EQ. 1 —8" Scale: 3/8"=1'-0" Men's Restroom Scale: 3/8"=1.-0" PORCELAIN TILE THROUGHOUT WET WALL TOILET SEAT DISPENSER PORCELAIN TILE BASE N PORCELAIN TILE BASE 0 • - • - • - • - • - • - • - N._ • 77_14 I I .==.] st, 0 t • - • - Women's Restroom 3'-0" 3'-0" 3'— 0" 3' — 0" Scale: 3/8"=1'-0" ADA Restroom Scale: 3/8"=1.-0" PORCELAIN TILE THROUGHOUT WET WALL PORCELAIN TILE BASE REVIEWED FOR CODE, COMPLIARCE APPROVED JAN 24 2010 City CA' Tuta14113 1111! VtAr:; RECEIVED CITY OF TUKWILA SEP 25 2017 PERMIT CENTER blk ink AT SeaTac Lighting Foster's Building 15455 53rd Ave S. Tukwila, WA 98188 07.20.17 PERMIT/PRICING ISSUE A 08.25.17 PERMIT REVISIONS TIMOTHY C. QUINN STATE OF WASHINGTON 8/25/2017 DESIGN Y.T. DRAWN Y.T. CHECKED T.Q. ENLARGED RESTROOM. PLANS & ELEVATIONS u Enlarged Reception Desk Scale:3/8"=1'-0" `1%,\\M\\%%\\\ rAI,� 0 '-9 3/8" li I 3'-6" ANGLED 5" Reception Elevation ANGLED Scale: 3/8"=1'-0" 1 3/4" Reception Desk Detail 1/16" THICK HOT ROLLED STEEL OVER PLYWOOD SUBSTRATE AT VERTICAL AND HORIZONTAL SURFACES AT HIGHER PORTION OF DESK PLAM OVER PLYWOOD SUBSTRATE AT VERTICAL AND WORK COUNTER SURFACES V -- LINE OF SOLID RETURN BASE BEYOND LINE OF SOLID RETURN BASE BEYOND PLAM AT INTERIOR FACE OF DESK; SCRIBE TO FLOOR Scale: 1"=1'-0" STL-1 EXISTING STRUCTURAL GLULAM WOOD BEAM ABOVE 1-1/2"W X 3" APPLE -PLY WOOD STRIPS APPLIED TO WALL ALIGNED TO ANGLED WOOD STRIPS AT CEILING BLACKENED HOT ROLLED STEEL AT VERTICAL AND HORIZONTAL AT HIGHER PORTION OF DESK PLAM AT HORIZONTAL AND VERTICAL SURFACES AT LOWER PORTION OF DESK S/S BASE 1 3/4" Reception Desk Detail ti fib I Reception Elevation Scale: 3/8"=1'-0" 1/16" THICK HOT ROLLED STEEL OVER PLYWOOD SUBSTRATE AT VERTICAL AND HORIZONTAL SURFACES AT HIGHER PORTION OF DESK PLAM OVER PLYWOOD SUBSTRATE AT VERTICAL AND WORK COUNTER SURFACES PLAM ADJUSTABLE SHELF PLAM VERTICAL FACE 1/16" THICK HOT- ROLLED STEEL OVER PLYWOOD SUBSTRATE AT BASE STL-1 Scale: 1"=1'-0" STL-1 I HOT -ROLLED STEEL WORK COUNTER AND RETURNING END PANEL AT END PLAM AT VERTICAL AND EXPOSED SURFACES AT DESK RETURN b17 0199 10" REViEVVED FOR COMPLIANCE APPROVED JAN 24 2E118 t;lf' `i"iuk`vvi(Q Sf 1'-10" N 2" Reception Desk Detail 1/16" THICK HOT ROLLED STEEL OVER PLYWOOD SUBSTRATE AT VERTICAL AND HORIZONTAL SURFACES AT HIGHER PORTION OF DESK PLAM OVER PLYWOOD SUBSTRATE AT VERTICAL AND WORK COUNTER SURFACES PULL PER SPEC PLAM VERTICAL FACE AT BUILT-IN BOX/BOX/FILE CABINET BLACK MELAMINE AT ALL INTERIOR SURFACES STL-1 RECEIVED CITY OF TUKWILA SEP 2 5 2011 PERMIT CENTER Scale: 1"=1'-0" blk ink ATELIER SeaTac Lighting Foster's Building 15455 53rd Ave S. Tukwila, WA 98188 //�� 07.20.17 A 08.25.17 PERMIT/PRICING ISSUE PERMIT REVISIONS 11163 \ REGISTERED CHITECT TIMOTHY C. QUINN STATE OF WASHINGTON 8/25/2017 DESIGN DRAWN CHECKED Y.T. Y.T. T.Q. ENLARGED RECEPTION DESK & DETAILS 1-7.2 18 mils STUDS (25 GA) STUD SIZE STUD SPACING LIMITING WALL HEIGHT NON -COMPOSITE COMPOSITE 162S125 (1-5/8") 12" 7'-7" 8'-10" 16" 6'-11" 8'-4" 24" 6'-0" 7'-11" 250S125 (2-1/2") 12" 10'-6"" 11'-11" 16" 9'-6" 11'-3" 24" 7-7" 10'-7" 362S125 3-5/8" 12" 12'-9" 15'-4" 16" 12'-7" 14'-4" 24" 13'-1" 13'-5" 400S125 0") 12" 18'-4" 16'-5" 16" 16'-8" 15'-4" 24" 14'-7" 14'-2" 600S125 (6") 12" 25'-5" 22'-1" 16" 23'-1" 19'-9" 24" 20'-2" 16'-9" 30 mils STUDS (20 GA - DRYWALL) STUD SIZE STUD SPACING LIMITING WALL HEIGHT NON -COMPOSITE COMPOSITE 162S125 (1-5/8") 12" 9'-2" 9'-11" 16" 8'-4" 9'-2" 24" 7-3" 8'-3" 250S125 (2-1/2") 12" 12'-9" 13'-2" 16" 11'-7" 12'-1" 24" 10'-1" 10'-9" 362S125 3-5/8" 12" 16'-6" 17'-1" 16" 15'-0" 15'-8" 24" 13'-1" 14'-0" 400S125 (4") 12" 18'-4" 19'-0" 16" 16'-8" 17'-6" 24" 14'-7" 15'-7" 600S125 (6") 12" 25'-5" 25'-6" 16" 23'-1" 23'-2" 24" 20'-2" 20'-3" 33 mils STUDS (20 GA) STUD SIZE STUD SPACING LIMITING WALL HEIGHT NON -COMPOSITE COMPOSITE -note 3 162S125 (1-5/8") 12" 9'-6" 10'-4" 16" 8'-7" 9'-8" 24" 7'-6" 8'-9" 250S125 (2-1/2") 12" 13'-2" 13'-11" 16" 11'-11" 12'-10" 24" 10'-5" 11'-7" 362S125 3-5/8" 12" 17'-1" 17-10" 16" 15'-6" 16'-5" 24" 13'-6" 14'-9" 400S125 (4") 12" 18'-11" 19'-11" 16" 17'-3" 18'-4" 24" 15'-0" 16'-5" 600S125 (6") 12" 26'-3" 26'-9" 16" 23'-11" 24'-6" 24" 20'-10" 21'-7" NON-BEARING NON-STRUCTURAL LIMITING WALL HEIGHT TABLES • • • • I— z - 3 a ONE LAYER 5/8" GWB CAP CORNER BEAD (TYP.) ONE LAYER 5/8" GWB EACH SIDE OF WALL (TWO LAYER OF GWB FOR TYPE D WALL) STEEL TUBE PER 9/1-9.1 STEEL PLATE PER 9/1-9.1 SPECIFIED BASE ACOUSTICAL SEALANT BOTH SIDES FINISHED FLOOR 1/8" FOAM TAPE WALL TYPE WALL HT. STUD SIZE STUD THICKNESS STUD SPACING WALL THICKNESS INSULATION FIRE RATING/ UL DESIGN NO. COMMENTS WALL CEILING D 9'-0" 3-5/8" 18 Mils 24" O.C. 6 1/8" - - - REF. 6/1-9.1 FOR BRACING E 4'-0" 3-5/8" 18 Mils 24" O.C. 4-7/8" - - _ REF. 6/1-9.1 FOR BRACING *SB=SOUND ATTENUATION BATTS FR=FIRE RESISTIVE Partial Ht. Partition Scale: 3"=1'-0" III -I11111=1 1 E=1 I =111=1 I - I LI —111-111=III=1:. I 1=1, ,— —1 —11=1111-- • d • :7:111E111=1 -111-111=1 I I=1 I I=1 I I-1 --:1[1=---11117-111E • -1 I E 11-1 11= a .. � I--III—I I-1 I —A d 1 1 1—III— El 7)1E41 _li I I_I II -Et I I—III I I —III-III—I 11- III—III —11I,�11111� IIII�IIII= III Barrier -Free ADA Parking Signage a FASTEN W/ (2) 5/16" DIA. GALVANIZED BOLTS INTERNATIONAL SYMBOL OF ACCESS COMPLYING WITH ANSI SEC. 703.6.3.1 TEXT: "STATE DISABLED PARKING PERMIT REQUIRED" ADD "VAN ACCESSIBLE" PER PLANS. 2" X 2" TUBE STEEL POST W/ 1/4" END CAP WELDED TO TOP, GALVANIZE AFTER FABRICATION & PAINT CHARCOAL GREY, CENTER ON EACH REQ'D BARRIER -FREE PARKING SPACE & SET IN CONCRETE SLOPE CONCRETE AWAY FROM STEEL PIPE TOP OF ASPHALT PAVING OR CONCRETE SLAB PER PLAN COLD JOINT (NO BOND) 12" DIA. CONCRETE BASE Scale: 1"=1'-0" NOTE: PROVIDE SUPPORT COLUMN 6" FROM EACH END OF WALL, AND ONE EVERY 10'-0" o.c. w NON-BEARING WALL HEIGHT TABLE NOTES 1. WALL HEIGHTS ARE BASED ON ALLOWABLE DEFLECTION OF L/24. 2. WALLS ARE TO RECEIVE MINIMUM 1/2° GWB BOTH SIDES. 3. IF WALL HEIGHT FOR COMPOSITE ACTION IS USED, GWB IS TO BE FASTENED WITH MINIMUM 116 SCREW AT 12" O.C. 4. HEIGHTS ARE BASED ON THE SSMA CATALOG. 5. TABLES ARE BASED ON 5 PSF LATERAL LOAD. 6. TABLES TO BE USED FOR NON-BEARING NON-STRUCTURAL STUD WALLS ONLY. 7. MATERIAL GAUGES ARE FOR REFERENCE ONLY. 8. WHERE GWB DOES NOT EXTEND TO TOP OF STUDS USE LIMITING WALL HEIGHTS FOR NON COMPOSITE WALLS AND PROVIDE MECHANICAL BRACING OF STUD FLANGES PER SSMA STANDARDS. =z 0 0 wi= 0- <0 PROVIDE METAL STUDS EACH SIDE OF BRACE. ATTACH WITH 3/8" MIN. X 2 1/2" BOLTS @ 2'-0" O.C. VERTICAL 2" X 2" X 1/8" STEEL TUBE SHOP WELD T.S. TO PLATE 3/16" STEEL PLATE AS SHOWN HILTI KWIK BOLT TZ 3/8" DIA. EXPANSION BOLTS WITH 2" EMBED NOTE: XRAY OR SCAN EXISTING POST -TENSIONED CONCRETE SLAB TO FIELD LOCATE POST -TENSIONING TENDONS & REBAR 6 Partial Ht. Partition Support Scale: 3"=1'-0" 2 1/2" METAL STUDS AT 16" O.C. TO STRUCTURE ABOVE PROVIDE CROSS -BRACING AS REQUIRED (1) LAYER OF 5/8" GWB OVER 3 5/8" METAL STUDS BLOCKING AS REQUIRED TOP STAINLESS STEEL SHOE 3/8" TEMPERED LOW IRON GLASS WALL SET BLOCK 4" BOTTOM STAINLESS STEEL SHOE FINISH FLOOR Full Ht. Glass Partition Scale: 3"=1'-0" DESIGNED DEFLECTION • EXISTING STRUCTURE FILL VOID WITH ACOUSTICAL SEALANT BOTH SIDES (OUTER) DEFLECTION TRACK (INNER) HEAD TRACK SECURE STUDS TO LEG OF HEAD TRACK INSULATION AS NOTED BELOW INSULATION TO EXTEND 2'-0" BEYOND EACH SIDE OF WALL AS NOTED BELOW 2 LAYER 5/8" GWB CONF. SIDE OF WALL CONT. MTL. RUNNER MECHANICALLY FASTENED TO SUBFLOOR. SPACING AND EMBED DEPTH PER GOVERNING CODE & REGULATIONS SPECIFIED BASE ACOUSTICAL SEALANT BOTH SIDES FINISHED FLOOR 1/8" FOAM TAPE WALL TYPE WALL HT. STUD SIZE STUD THICKNESS STUD SPACING WALL THICKNESS INSULATION FIRE RATING/ UL DESIGN NO. COMMENTS WALL CEILING B 11'-4" 3 5/8" 30 Mils 24" O.C. 6 1/8" YES - - REF. 7/1-9.1 FOR BRACING C 11'-4" 2-1/2" 30 Mils 16" O.C. 3 3/4" YES -_ REF. 7&8/1-9.1 FOR BRACING *SB=SOUND ATTENUATION BATTS FR=FIRE RESISTIVE Full Ht. Partition (w/ 2 Layers GWB) Scale: 3"=1'-0" EXISTING DECK DESIGNED DEFLECTION (INNER) HEAD TRACK SECURE STUDS TO LEG OF HEAD TRACK CONTINUOUS PLATE Full Ht. Partition Detail FILL VOID WITH ACOUSTICAL SEALANT BOTH SIDES (OUTER) DEFLECTION TRACK SPECIFIED PARTITION REVIEWED FOR CODE COMPLIANCE APPROVED JAN 24 2,010 Scale: 3"=1'-0" • 3 City of Tukwila DO NOT SECURE PARTITION TO GLAZING SYSTEM, ATTACH AT WALL ABOVE AND BELOW GLAZING BOX STUD TO CONFORM TO SITE CONDITIONS LINE OF SILL (VARIES PER SITE CONDITION) MTL. STUD ATTACHED TO VERTICAL MULLION W/ DOUBLE SIDED (STICKY) FOAM TAPE Typical Mullion/Partition Intersection RECEIVED CITY OF TUI WILA SEP 25 2017 PERMIT CENTER Scale: 3"=1'-0" 4 DESIGNED DEFLECTION flAft immiiimmm�mu�� Sena 111s w•7 .MI111111II111111111111111111 EXISTING STRUCTURE FILL VOID WITH ACOUSTICAL SEALANT BOTH SIDES (OUTER) DEFLECTION TRACK (INNER) HEAD TRACK SECURE STUDS TO LEG OF HEAD TRACK INSULATION AS NOTED BELOW INSULATION TO EXTEND 2'-0" BEYOND EACH SIDE OF WALL AS NOTED BELOW CEILING AS SPECIFIED ONE LAYER 5/8" GWB EACH SIDE OF WALL CONT. MTL. RUNNER MECHANICALLY FASTENED TO SUBFLOOR. SPACING AND EMBED DEPTH PER GOVERNING CODE & REGULATIONS SPECIFIED BASE ACOUSTICAL SEALANT BOTH SIDES FINISHED FLOOR 1/8" FOAM TAPE WALL TYPE WALL HT. STUD SIZE STUD THICKNESS STUD SPACING WALL THICKNESS INSULATION FIRE RATING/ UL DESIGN NO. COMMENTS WALL CEILING A 11'-4" 3 5/8" 30 Mils 24" O.C. 4 7/8" YES - - REF. 78811-9.1 FOR BRACING C 11'-4" 2-1/2" 30 Mils 16" O.C. 3 3/4" YES -_ REF. 7&8/1-9.1 FOR BRACING *SB=SOUND ATTENUATION BATTS FR=FIRE RESISTIVE Full Ht. Partition Scale: 3"=1'-0" 0 0 0 • F �V Partition Bracing Detail STUD WIDTH TO MATCH WALL; 20 GA. TRACK CONNECTED TO CONC. SLAB W/ 3/16" DIA. X 5/8" LONG POWER ACTIVATED FASTENERS (4 MIN.) STRUCTURE ABOVE STUD WIDTH TO MATCH WALL; 20 GA. BRACE @ 6'-0" O.C. MAX. 2-1/2" X 20 GA. TRACK ANCHORED TO CHANNEL ACOUSTICAL TILE CEILING BLOCKING AS REQUIRED METAL CASING BEAD 22 GA. 2-1/2" RUNNER & CONT. FOAM PAD - ATTACH TO CEILING GRID W/ (2) #10 SCREWS @ 24" O.C. PAINT REVEAL FLAT BLACK OR USE BLACK RUNNER SEE PLANS FOR WALL TYPE Scale: 3"=1'-0" APPROVED "FIRE EXTINGUISHER" SIGNAGE - 3" HIGH WHITE HELVETICA LETTERING ON RED BACKING OF 8"X12" SIGN. PROVIDE SIGNAGE ON ALL FOUR SIDES OF COLUMN ENCLOSURE WHEN FIRE EXTINGUISHER OCCURS AT COLUMN 'TYPE 2A' FIRE EXTINGUISHER CABINET WHEN LOCATED AT COLUMNS, CABINET AND SIGNAGE TO BE CENTERED ON COLUMN ENCLOSURE. TYPICAL, U.N.O. c. LL Li HANDLE LL U 0 co SCHEDULED DOOR (OPEN OR CLOSED) WALL -MOUNTED TEL. OUTLET THERMOSTAT HARDWARE SET AS SCHEDULED ELEC. OUTLET — TEL. OUTLET — 0 fl " a 2-3/4" VERIFY W/ HARDWARE SCHEDULE LIGHT SW DOTTED LIN INDICATES LO OF LARGER PIA FOR GANGED SWITCHES CH N 0 TION NOTE : INSTALL LOCAL ELECTRICAL AND TELEPHONE WALL OUTLETS AND SWITCHPLATES AT NEAREST STUD FROM SCALED LOCATION ON PLAN UNLESS SPECIFICALLY DIMENSIONED. Typical Mounting Heights Scale: N.T.S. NOTE: HEIGHTS ARE AS NOTED UNLESS DIRECTED BY B/S TO BE DIFFERENT I7W?9 blk ink ATELIER SeaTac Lighting Foster's Building 15455 53rd Ave S. Tukwila, WA 98188 07.20.17 PERMIT/PRICING ISSUE 08.25.17 PERMIT REVISIONS 11163 REGISTERED HITECT • TIMO C. QUINN STATE OF WASHINGTON 8/25/2017 DESIGN DRAWN CHECKED Y.T. Y.T. T.Q. CONSTRUCTION DETAILS 1-9.1 i 8" MAX. 8" MAX. PROVIDE CEILING EXPANSION JOINTS AS NECESSARY DIVIDING CEILING INTO AREAS NO GREATER THAN 2,500 S.F. Expansion Joint for Ceiling Exceeding 2500 SF Scale: 3"=1'-0" COMPRESSION STRUT (162S125-18 FOR LENGTH < 4'-0";162S125-30 FOR 4'-0" < L < 7'-0") @ 8'-0" O.C. WITH SPLAYED BRACING. FASTEN TO RUNNER SYSTEM W/ (2) #10 SCREWS 12 GA. VERTICAL WIRE @ 4'-0" W/ MIN. 3 TIGHT TURNS IN 1-1/2" BOTH ENDS OF WIRE TYP. 12 GA. BRACING WIRE WITH MIN. 4 TIGHT TURNS IN 1 1/2" BOTH END OF WIRE TYP.; INSTALL WIRES IN ALL FOUR DIRECTIONS AT 8'-0" O.C. MAX WOOD GRILLE LAY -IN SYSTEM PER SPEC. MAX. WEIGHT 3 PSP. Wood Slat Ceiling Support — RUNNER SYSTEM PER MANUFACTURER Scale: NTS SUSPENDED LINEAR LIGHT FIXTURE HUNG FROM CEILING STRUCTURE PROVIDE 1/4" MAX. GAP BETWEEN LIGHT FIXTURE AND WOOD CEILING ALIGN PER RCP ARMSTRONG WOODWORKS WOOD GRILLE CEILING SYSTEM PER SPEC Suspended LED Light @ Wood Ceiling System Scale: 1-1/2"=1'-0" HANGER WIRE AT EACH PERIMETER MAIN TEE AND PERIMETER CROSS TEE " MAX. 2" MAX'. CAT. D, E & F ATTACHED BERC2 BY ARMSTRONG CEILING Suspended Ceiling @ Perimeter Support ARMSTRONG STABILIZER BAR OR OTHER SUITABLE SYSTEM TO KEEP PERIMETER COMPONENTS FROM SPREADING APART TYPICAL WALL MOULDING BY ARMSTRONG CEILING TYPICAL HEAVY DUTY SUSPENDED CEILING GRID SYSTEM BY ARMSTRONG li15/16" HD T -BAR MAINRUNNER (TYP; BY SUBCONTRACTOR) Scale: 1-1/2"=1'-0" II aStallaania 1111111111111111111111111111111111111111111111111 ACT Ceiling with 4" GWB Header Scale: 1-1/2"=1'-0" O 1 '—O" O.C. WHERE WOOD ABUT ° 9'-2" A.F.F. ACOUSTICAL CEILING TILE PER SPEC 2-1/2" METAL STUD WITH (1) LAYER OF 5/8" GWB ON EACH SIDE TO STRUCTURE; PAINT HEADER P-1 HANGER WIRE (TYP; BY SUBCONTRACTOR) 15/16" T -BAR CROSSTEE PAINTED BLACK (TYP; BY SUBCONTRACTOR) (10) 1-1/2"W Wood Strip Ceiling Detail Scale: 3"=1'-0" 1 1/2"X4" APPLE -PLY WITH CROSSPIECE BACKER WOOD GRILLE CEILING (TYP) BUTT -JOINT WOOD NO.9 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 EACH. CONNECTION POINT NO.9 GA. LATERAL SUPPORT WIRE AT CENTER ENDS OF EA. FIXTURE. FIXTURE SUPPORT WIRE SUPPLIED BY CEILING CONTRACTOR c' 60' MAX. TYP. 45' Light Fixture Bracing Diagram Scale: NTS RECESSED FLUORESCENT FIXTURE CROSS TIE MAIN STRUCTURAL RUNNER 4'-0" O.C. DIAGONAL STUD BRACING TO STRUCTURE AS REQUIRED PAINT EXPOSED SURFACES AT CEILING P-1 FLAT U.N.O. PER PLAN GWB Soffit Ceiling to Structure Scale: 1-1/2"=1'-0" EXISTING GLULAM WOOD BEAM TO STRUCTURE (1) LAYER OF 5/8" GWB ON EACH SIDE OVER 21/2" METAL STUDS "WV',',, III II 11 II III II II III 111111 8'-7" A.F.F. e FLAT ALUMINUM FRAME GLAZING STOREFRONT SYSTEM SCREWED TO UNDERSIDE OF STRUCTURAL BEAM ACOUSTICAL CEILING TILE PER SPEC EXISTING GWB CEILING; RE -PAINT GWB P-1 THROUGHOUT U.N.O. 17 0 lqi GWB to ACT Ceiling Transition @ Offices, Typ. Scale: 3"=1'-0" NOTES: 1. LATERAL BRACING CLUSTER: (4)12 GA. GALV. SOFT -ANNEALED MILD STEEL WIRES SECURED TO MAIN RUNNER WITHIN 2" OF CROSS T AND SPLAYED 90 DEGREES FROM EACH OTHER AT 45 DEGREES MAX. ABOVE HORIZONTAL. CLUSTERS PLACED 12'-0" O.C. MAX. AND 6'-0" MAX. FROM EACH WALL. WIRES SHOULD BE TAUT WITHOUT CAUSING CEILING TO LIFT. 2. SUSPENSION WIRE: 12 GA. GALV. SOFT -ANNEALED MILD STEEL WIRE ENCASED IN 4" DIAM. CONDUIT (FOR UPLIFT RESTRAINT); SECURE WIRE TO MAIN RUNNER WITHIN 2" OF CROSS T. CONDUIT TO OCCUR AT EVERY LATERAL BRACING CLUSTER AND SUSPENSION WIRES TO OCCUR AT 4'-0" O.C. MAX. EACH WAY. 3 TURNS MIN. WITHIN 3" TYP. NOTE #1 FASTEN RUNNERS TO PERIMETER WALL ANGLE AT (2) ADJACENT SIDES. PROVIDE MIN. 2" WIDE WALL ANGLE MAIN RUNNER, HEAVY DUTY CROSS T' -41414111111. VIEW SHOWING LATERAL BRACING CLUSTER AND SUSPENSION WIRE Ceiling Bracing Diagram 45° MAX. TYP. 2" MAX. TYP. NOTE #2 NOTE #1 RUNNER ENDS AT OPPOSITE WALLS TO FLOAT FREE ON PERIMETER ANGLE. PROVIDE 3/4" CLEARANCE BETWEEN ENDS OF GRID & WALL Scale: NTS (E) CONCRETE OVER METAL DECK CEILING CLIP W/ (1)-0.157"0 HILTI X -J EMBEDDED 1-1/2" INTO UPPER FLUTE (3) TURNS WITHIN 1-1/2" OF END OF WIRE SEISMIC BRACE WIRE 4 CEILING CLIP W/ (1)-0.157"0 HILTI X -J EMBEDDED 1-1/2" INTO UPPER FLUTE COMPRESSION STRUT PER 4/1-9.2 4 (E) CONCRETE OVER METAL DECK (2) #8 SCREWS REVII.EF.) FOR 'CODE COMPLIANCE APP +i: a L JAN 2 4 201[1 (My Ttivlilla Seismic Wire/Compression Strut Connect Scale: 3"=1'-0" DIAGONAL STUD BRACING TO STRUCTURE AS REQUIRED ACOUSTICAL CEILING TILE PER SPEC PER PLAN 11, At At lawarawalmormamor 1 I 11111111' CORNER BEAD, TYP. 4.) RECEIVED CITY OF TUKWILA SEP 2 5 2017 PERMIT CENTER GWB to ACT Ceiling Transition EXTEND GWB 6" ABOVE SPECIFIED ACT CEILING PER PLAN (1) LAYER OF 5/8" GWB OVER 2 1/2" METAL STUDS Scale: N.T.S. bik ink ATELIER SeaTac Lighting Foster's Building 15455 53rd Ave S. Tukwila, WA 98188 07.20.17 PERMIT/PRICING ISSUE / 1 \ 08.25.17 PERMIT REVISIONS 11163 REGISTERED CHITECT TIMOTHY C. QUINN STATE OF WASHINGTON 8/25/2017 DESIGN DRAWN CHECKED Y.T. Y.T. T.Q. CEILING DETAILS 1-9.2 �• t- N 3" \ I- Q L:) w 0 0 Coat Rod and Shelf PLAM SHELF WITH MATCHING LEDGER AND MID -SPAN SUPPORT WHERE OCCURS MAXIMUM SPAN BETWEEN SUPPORTS ±3'-0" MAX. CHROME COAT ROD Scale: 1"=1'-0" FIXED PLAM PANEL PLASTIC LAMINATE AT VERTICAL SURFACES PULL PER SPEC BLACK MELAMINE AT BACK WALL PLAM OVER -4- O 0 O 0 0 0 O 0 0 t_ 'I 0 0 xr 0 t DOUBLE-WALL OVEN BY TENANT; VERIFY CLEARANCES PLYWOOD SUBSTRATE AT VERTICAL SURFACES 4° HIGH PLAM BASE N 0 L X 2'-4" (6) Base Cabinet at Built-in Double Wall Oven Scale: 1 "=1'-0" 3/4" ADJUSTABLE SHELF ON 2" O.C. SHELF CLIPS PROVIDE BLOCKING AT LOCATIONS SHOWN MELAMINE AT ALL INTERIOR SURFACES TYPICAL 1 3/4" MELAMINE SHELF » K.V. #187 HEAVY DUTY BRACKET K.V. #87 HEAVY DUTY STANDARD PROVIDE FIRE TREATED WOOD OR METAL BLOCKING AS PER SHELF SUPPLIERS RECOMMENDATIONS 4'-0" A.F.F. Standards & Brackets 0 Scale: 1"=1'-0" FIXED PLAM PANEL FIXED PLAM PANEL PULL PER SPEC INTERGRAL Y 0 N O 0 O 0 0 O 0 O 0 o BUILT-IN MIELE COFFEEMAKER BY TENANT; VERIFY CLEARANCES 1'-10" FINGERPULL AT DRAWER PULL PER SPEC r) N r PLASTIC LAMINATE AT VERTICAL SURFACES 4" PLAM BASE AT TOE KICK N 0_ I N �t- 2'-4" U U o o O o - 0 0 0 0 0 0 0 0 0 0 .r- \C 3tX MELAMINE AT ALL INTERIOR SURFACES, TYPICAL 3/4" ADJUSTABLE SHELF ON 2" O.C. SHELF CLIPS PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED MELAMINE AT ALL INTERIOR SURFACES, TYPICAL 3/4" ADJUSTABLE SHELF ON 2" O.C. SHELF CLIPS o Base Cabinet at Built-in Coffee Maker Scale: 1"=1'-0" 2'—O" N PLYWOOD SUBSTRATE COUNTER SUPPORT BRACKET ATTACHED TO TUBE STEEL CONCEALED WITHIN WALL 2'-6" A.F.F. Counter with Concealed Support POWER AND DATA TO BE MOUNTED ABOVE WORK SURFACE PLAM COUNTERTOP SCRIBE TO WALL PL -4 Scale: 1"=1'-0" PULL PER SPEC N PER PLAN / PLAM AT VERTICAL SURFACES MELAMINE LINER BOX FRAME WITH HEAVY DUTY GLIDES PLAM AT BASE REFER TO EILEVATION 0 N 2'-2" X X Trash/Recycle Base Cabinet FULL HEIGHT BACKSPLASH WITH SCHEDULED WALL TILE STONE QUARTZ SURFACE COUNTERTOP PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED BLACK MELAMINIE AT CABINET INTERIOR, TYP. BRUTE ROUND TRASH CAN; MODEL #RUBB2632 32GA.; DIM: 22"DIA. X 27-1/4"H AND/OR SLIM JIM CANS; MODEL #H-2893 16GA. DIM: 23"L X 11'W X 25"H Scale: 1"=V-0" PLASTIC LAMINATE AT FAUX PANEL PULL PER SPEC N 6" c0 PLASTIC LAMINATE AT VERTICAL SURFACES 4" PLAM BASE AT TOE KICK REFER TO ELEVATION PER PLAN r / �l- FULL HEIGHT BACKSPLASH WITH SCHEDULED WALL TILE STONE QUARTZ COUNTERTOP PROVIDE BLOCKING AS REQUIRED UNDERMOUNTED S/S SINK PER SPEC INSULATED EXPOSED DRAIN PIPING PULL PER SPEC LAMINATE AT VERTICAL SURFACES 4" PLAM BASE AT TOE KICK z 0 J I,I 0 I— w w w N PER PLAN / 0 0 0 0 0 0 X, Base Cabinet (Stone Quartz) Scale: 1"=1'-0" PULL PER SPEC PULL PER SPEC N PER PLAN 11111..11 a cl (0 PLASTIC LAMINATE AT VERTICAL SURFACES 4" PLAM BASE AT TOE KICK REFER TO BLEVATION 0 0 0 0 0 0 0 0 O 0 2'-0" k _ � 3 ",j, (glU Base Cabinet with Drawer Scale: 1"=V-0" ,D17- CO? PLASTIC LAMINATE AT FAUX PANEL PULL PER SPEC PLASTIC LAMINATE AT VERTICAL MELAMINE AT ALL SURFACES INTERIOR SURFACES, TYPICAL Base Cabinet at Sink Side Approach (Stone Quartz) Scale: 1"=V-0" O in I N N 2'-0" U.N.Or STONE QUARTZ COUNTERTOP AND BACKSPLASH PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED 3M" ADJUSTABLE SHELF ON 2" O.C. SHELF CLIPS MELAMINE AT ALL INTERIOR SURFACES, TYPICAL FULL HEIGHT BACKSPLASH WITH SCHEDULED WALL TILE STONE QUARTZ COUNTERTOP SCRIBE TO WALL PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED 3M" ADJUSTABLE SHELF ON 2" O.C. SHELF CLIPS MELAMINE AT ALL INTERIOR SURFACES, TYPICAL Ll r. 'z ` om LII\NC •l APPROVED IJAM P.4. '1)1R City ot BUILD -I G -DI -VL , .41 X X PLAM COUNTERTOP AND BACKSPLASH PROVIDE BLOCKING AS REQUIRED S/S SINK INSULATED EXPOSED DRAIN PIPING HATCHED AREA INDICATES CLEARANCES REQUIRED PER ADA MELAMINE AT ALL INTERIOR SURFACES, TYPICAL 4" PLAM BASE / RECEIVED AT TOE KICK CITY OF TUKWILA 3"1 SEP 2 5 2017 PIT Base Cabinet at Sink Side Approach w/ Backspefash CENTER Scale: 1 "=1'-0" blk ink ATELIER SeaTac Lighting Foster's Building 15455 53rd Ave S. Tukwila, WA 98188 07.20.17 PERMIT/PRICING ISSUE / \ 08.25.17 PERMIT REVISIONS 11163 REGISTERED ARCHITECT TIMOTHY C. QUINN STATE OF WASHINGTON 8/25/2017 DESIGN Y.T. DRAWN Y.T. CHECKED T.Q. CASEWORK DETAILS 1-9.3 GWB SOFFIT TO W I- 0 II- 0 I— m STRUCTURE, DEPTH PER PLAN 1" X 1" REVEAL PAINTED BLACK PULL PER SPEC PLAM THROUGHOUT ALL EXPOSED SURFACES 0 0 0 0 0 0 0 0 r 0 0 0 0 0 0 U 0 PL -2 PULL PER SPEC PIER ELEV. l.. N PLAM OVER PLYWOOD SUBSTRATE AT VERTICAL SURFACES PL -2 4" HIGH PLAM BASE PL -2 1'-10" i 2'-0" N 1 N x X 2'-4 1 /2" 1 (6) Full Ht. Cabinet with Built-in Microwave BLACK MELAMINE AT ALL CABINET INTERIORS TYPICAL 3/4" ADJUSTABLE SHELF ON 2" O.C. SHELF CLIPS MICROWAVE BY CONTRACTOR - PROVIDE 6" OPENING FOR VENTILKATION AT BACK, TYPICAL PROVIDE BLOCKING AT LOCATIONS SHOWN MELAMINE AT ALL INTERIOR SURFACES TYPICAL 3/4" ADJUSTABLE SHELF ON 2" O.C. SHELF CLIPS Scale: 1"=1'-0" . COUNTER TOP MATERIAL PER ELEVATION 2'— Il 0_ I io 0 00 0 N 2'-0" / OPEN / F') Restroom Vanity Section BLOCKING OUTSIDE WALL BY M.W. TYP. WALL BLOCKING BY G.C. CLEAR MIRROR BY WITH 2" BORDER BRUSHED STAINLESS STEEL FRAME CONTINUOUS FLUOR. STRIP LIGHT, FURNISHED & INSTALLED BY M.W.; POWER BY G.C. SEAL W/ CLEAR SILICONE INSULATED EXPOSED DRAIN PIPING FINISHED FLOOR Scale: 1"=V-0" (0 r) XI 11'-0" 2" Island Counter with Lateral Files Below 2" WOOD BLOCKING (2) LAYER OF 3/4" PLYWOOD SUBSTRATE ATTACHED TO SUB -DECK FROM UNDERSIDE WITH PLAM FACE OVER LATERAL FILES BY TENANT UNDER CASEWORK PLAM OVER 1/2" THICK PLYWOOD SUBSTRATE AT END PANELS Scale: 1"=1'-0" PLAM FIXED HEADER PLAM AT ALL EXPOSED EXTERIOR SURFACES, TYPICAL 3/4" ADJUSTABLE SHELF ON 2" O.C. SHELF CLIPS PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED PULL PER SPEC Upper Cabinet Scale: 1"=V-0" PULL PER SPEC o o o 0 0 0 0 0 0 0 0 0 0 0 0 0 N REFER TO ELEVATION 2'-0" U.N.O. -4- IJ PLASTIC LAMINATE AT VERTICAL SURFACES 4" PLAM BASE AT TOE KICK z 0 Q I.1 0 W IL W 0 0 0 0 0 0 0 0 0 0 0 0 0 0 X k 3 Base Cabinet (PLAM) Scale: 1"=1'-0" 12 1-9.4 PLAM COUNTERTOP AND BACKSPLASH PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED MELAMINE AT ALL INTERIOR SURFACES, TYPICAL 3/4" ADJUSTABLE SHELF ON 2" O.C. SHELF CLIPS 3' 10'-10" 2" Island Counter with Steel Support Scale: 1"=V-0" WOOD BLOCKING PLAM FIXED HEADER W W PLAM AT ALL EXPOSED EXTERIOR SURFACES, TYPICAL 3/4" ADJUSTABLE SHELF ON 2" O.C. SHELF CLIPS 0 0 0 0 PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED PULL PER SPEC 0 0 0 0 0 0 0 UNDERCABINET LIGHT FIXTURE - SEE REFLECTED CEILING PLAN FOR LOCATIONS 0 0 0 0 0 REFER TO ELEVATION Upper Cabinet with U.C. Lighting oz �a cc W� W cW Scale: 1"=1'-0" PULL PER SPEC PULL PER SPEC N 2'-0" U.N.O. 2. (0 PLASTIC LAMINATE AT VERTICAL SURFACES 4" PLAM BASE AT TOE KICK 0 I— c UJ lL W 0 0 0 0 0 0 0 0 0 0 0 0 PLAM COUNTERTOP AND BACKSPLASH PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED 3/4" ADJUSTABLE SHELF ON 2" O.C. SHELF CLIPS Base Cabinet with Drawer (PLAM) MELAMINE AT ALL INTERIOR SURFACES, TYPICAL Scale: 1"=1'-0" 3' — 2" (2) LAYER OF 3/4" PLYWOOD SUBSTRATE ATTACHED TO SUB -DECK FROM UNDERSIDE WITH PLAM FACE OVER PL -8 2-1/2"X4" TUBE STEEL POWDER COATED W/ BLACK FINISH PLAM OVER 1/2" THICK PLYWOOD SUBSTRATE AT END PANELED LEGS PL -8 D l7 Olg9 Island Counter with Steel Support Scale: 1"=1'-0" REVIIIN1210 VOR CODE ClaMPLEANGE APPROVED ,SAN, ?OO kit ot `16(VAilla 40 RECEIVED CITY OF TUKWILA SEP 2 5 2017 PERMIT CENTER blk ink ATELIER SeaTac Lighting Foster's Building 15455 53rd Ave S. Tukwila, WA 98188 07.20.17 PERMIT/PRICING ISSUE 1 \ 08.25.17 PERMIT REVISIONS 11163 REGISTERED CHITECT TIMOTHY C. QUINN STATE OF WASHINGTON 8/25/2017 DESIGN DRAWN CHECKED Y.T. Y.T. T.Q. CASEWORK DETAILS 1-9.4 ti /1/2" THICK TEMPERED SAFETY GLASS / \ ' 1/2" THICK TEMPERED \ SAFETY GLASS / 7'-0" 4" Door Type A ALUMINUM STOREFRONT DOOR WITH 2" ANODIZED ALUMINUM FRAME; COLOR TO MATCH EXISTING ADJ. LEVER HANDLE 4" X 6" OAK FRAMED POST ON EACH SIDE OF DOOR; STAIN AND STYLE TO MATCH EXISTING ADJ. Scale: 3/8"=1'-0" Door Type D Scale: 3/8"=1'-0" 3'-0" 7 1-10.2 ALUMINUM STOREFRONT 3'-0" X 8'-5" X 1-3/4" SC, FLUSH PANEL RIFT CUT OAK DOOR WITH ARCHITECTS' STAIN FINISH AND PAINTED HOLLOW METAL FRAME LBASE, AS SPECIFIED 1-10.2 SIM. 7 1-10.2 Door Type G 3'-0" X 8'-5" X HOLLOW METAL DOOR FRAME; PROVIDE EXIT ONLY PANIC HARDWARE ; CONTRACTOR TO COORDINATE EXITING DEVICES LBASE, AS SPECIFIED 3'-0" Scale: 318"=1'-0" SIZE VARIES PER PLAN IMINUM STOREFRONT 3'-0" X X 1/4" CLEAR GLASS DOOR H CLEAR ANODIZED ALUMINUM ME - BLACK FINISH ED SYSTEM S SPECIFIED 3'-0" —4" S/S/ BASE 3'-0" X 8'-7" FRAMELESS GLASS DOOR WITH 5'-0" H S/S LADDER PULLS ON EACH SIDE 3/8" THICK FRAMELESS GLASS DOOR WITH TOP AND BOTTOM SHOE 3/8" THICK TEMPERED GLASS 5 1-10.2 2'-3" 4'— If ALUMINUM HEADER TRACK ATTACHED TO STRUCTURE ABOVE WHEELS ON ROLLER TRACK 3'-0" O.C. 6 r) 1-10.2 LADDER PULL FLOOR ROLLER GUIDE 7'-4"0" X 8'-6" X 1-3/4" SC, FLUSH PANEL RIFT CUT OAK DOOR WITH VISION PANEL SLIDING DOOR WITH OVERHEAD TRACK ATTACHED TO STRUCTURAL BEAM ABOVE ALUMINUM STOREFRONT 3'-0" X 8'-5" X 1-3/4" SC, FLUSH PANEL RIFT CUT OAK DOOR WITH ARCHITECTS' STAIN FINISH AND CLEAR ANODIZED ALUMINUM FRAME - BLACK FINISH 3'-0" BASE, AS SPECIFIED 7 1-10.2 SIM. C6) Door Type F Scale: 3/8"=1'-0" 3'-0" X 8'-5" X 1-3/4" SC, FLUSH PANEL RIFT CUT OAK DOOR WITH ARCHITECTS' STAIN FINISH AND PAINTED HOLLOW METAL FRAME 7 1-10.2 LBASE, AS SPECIFIED 3'-0" Hardware Sets: HS -1 DOUBLE STOREFRONT DOOR WITH LOCKING HARDWARE QTY 2 PAIR - PIVOT HINGES QTY 2 PAIR - LEVER LOCKSET QTY 2 - FLOOR/WALL STOP QTY 2 SET - SILENCERS HS -2 SINGLE NON -RATED DOOR WITH LATCHSET QTY 1 PAIR -BUTT HINGES QTY1 -LEVER LATCHSET QTY 1- WALUFLOOR DOOR STOP QTY 1 SET - SILENCER HS -3 SINGLE NON -RATED DOOR WITH LOCKSET QTY 1 PAIR - PIVOT HINGES QTY 1- LEVER LOCKSET QTY 1- DOOR STOP QTY 1 SET - SILENCERS HS -4 SINGLE NON -RATED DOOR WITH PUSH/PULL QTY 1 PAIR - PIVOT HINGES QTY 1- PUSH PLATE (ROCKWOOD OR EQ.) QTY 1- PULL PLATE (ROCKWOOD OR EQ.) QTY 1 - WALUFLOOR DOOR STOP QTY 1 SET - SILENCER HS -5 SINGLE NON -RATED DOOR WITH PRIVACY LOCKSET QTY 2 PAIR - BUTT HINGES QTY 1- LEVER PRIVACY LOCKSET QTY 1- BLDG STD. DOOR STOP QTY 1 SET - SILENCERS QTY 1- OCCUPANCY INDICATOR HS -6 DOUBLE NON -RATED DOOR WITH LATCHSET QTY 2 PAIR - BUTT HINGES QTY 2 - LEVER LATCHSET QTY 2 - WALUFLOOR DOOR STOP QTY 1 SET - SILENCER HS -7 DOUBLE NON -RATED DOOR WITH LOCKSET QTY 2 PAIR - BUTT HINGES QTY 1- LEVER LOCKSET QTY 2 - BLDG STD. DOOR STOP QTY 1 SET - SILENCERS HS -8 SINGLE DOOR WITH EXIT ONLY PANIC HARDWARE QTY 2 PAIR - BUTT HINGES QTY 1- LEVER LOCKSET QTY 1- PANIC PUSH BAR HARDWARE QTY 1- SURFACE MOUNTED CLOSER QTY 1- POWER CONTROLLER QTY 1- BLDG STD. DOOR STOP QTY 1 SET - SILENCER HS -9 SLIDING BARN DOOR QTY 1- RECESSED CONTINUOUS UPPER TRACK QTY 1- CONTINUOUS FLOOR TRACK QTY 3 - WALL ATTACHMENTS QTY 1- RUNNING GEAR QTY 1 - LOWER GLIDE QTY 2 - DOOR STOP QTY 2 - 5'-0" STAINLESS STEEL DOOR PULL QTY 1- CONTINUOUS FUZZY STRIP HS -10 SINGLE NON -RATED FRAMELESS GLASS DOOR QTY 1 PAIR - PIVOT HINGES QTY 1 PAIR - CRL 60"H DOOR PULL QTY 1- CONCEALED CLOSER QTY 1 - FLOOR/WALL STOP QTY 1 SET - SILENCER Door Schedule: NO. TYPE FRAME HDWE RATING REMARKS 101 A ALUM. HS -1 NEW DOUBLE STOREFRONT SYSTEM, HEIGHT TO MATCH ADJ. WINDOWS; 101A E ALUM. HS -10 110 B ALUM. HS -2 111 B ALUM. HS -2 119A B ALUM. HS -2 119B B ALUM. HS -2 128 B ALUM. HS -2 140 B ALUM. HS -2 141 C ALUM. HS -3 151a D HM HS -4 151b C HM HS -5 152a D HM ' 152b C HM HS -5 155 B ALUM. HS -2 160 H HS -9 164A C HM HS -3 164B F HM HS -7 166 F HM HS -6 167A F HM HS -6 167B G HM HS -8 EXIT ONLY DOOR WITH PANIC HARDWARE 170 C ALUM. HS -3 174 B ALUM. HS -2 177 G HM HS -8 EXIT ONLY DOOR WITH PANIC HARDWARE 180 B ALUM. HS -2 EXIST EXIST EXIST RENIEWED FOR CODE COMPLIANCE APPROVED D JAN 24 213111 City of Tukwila BUILD' NG. -DA ' bi1 DIg9 1E RECEIVED CITY OF TUKWILA SEP 252011 PERMIT CENTER blk ink ATELIER SeaTac Lighting Foster's Building 15455 53rd Ave S. Tukwila, WA 98188 07.20.17 PERMIT/PRICING ISSUE / \ 08.25.17 PERMIT REVISIONS 11163 c,.�...._. TIMOTHY C. QUINN STATE OF' WASHINGTON REGISTERED CyITECT 8/25/2017 DESIGN DRAWN CHECKED Y.T. Y.T. T.Q. DOOR SCHEDULE, ELEVATIONS I-10.1 r >SAFETY 8'-5L WIT FRA . / il7 1/4" THICK TEMPERED / // 1/4" THICK TEMPERED GLASS — SAFETY (-2- GLASS s BUTT -GLAD 3 ► -10.2 1-10.2 11 0" 3'—O" BASE, A f SIZE VARIES PER PLAN IMINUM STOREFRONT 3'-0" X X 1/4" CLEAR GLASS DOOR H CLEAR ANODIZED ALUMINUM ME - BLACK FINISH ED SYSTEM S SPECIFIED 3'-0" —4" S/S/ BASE 3'-0" X 8'-7" FRAMELESS GLASS DOOR WITH 5'-0" H S/S LADDER PULLS ON EACH SIDE 3/8" THICK FRAMELESS GLASS DOOR WITH TOP AND BOTTOM SHOE 3/8" THICK TEMPERED GLASS 5 1-10.2 2'-3" 4'— If ALUMINUM HEADER TRACK ATTACHED TO STRUCTURE ABOVE WHEELS ON ROLLER TRACK 3'-0" O.C. 6 r) 1-10.2 LADDER PULL FLOOR ROLLER GUIDE 7'-4"0" X 8'-6" X 1-3/4" SC, FLUSH PANEL RIFT CUT OAK DOOR WITH VISION PANEL SLIDING DOOR WITH OVERHEAD TRACK ATTACHED TO STRUCTURAL BEAM ABOVE ALUMINUM STOREFRONT 3'-0" X 8'-5" X 1-3/4" SC, FLUSH PANEL RIFT CUT OAK DOOR WITH ARCHITECTS' STAIN FINISH AND CLEAR ANODIZED ALUMINUM FRAME - BLACK FINISH 3'-0" BASE, AS SPECIFIED 7 1-10.2 SIM. C6) Door Type F Scale: 3/8"=1'-0" 3'-0" X 8'-5" X 1-3/4" SC, FLUSH PANEL RIFT CUT OAK DOOR WITH ARCHITECTS' STAIN FINISH AND PAINTED HOLLOW METAL FRAME 7 1-10.2 LBASE, AS SPECIFIED 3'-0" Hardware Sets: HS -1 DOUBLE STOREFRONT DOOR WITH LOCKING HARDWARE QTY 2 PAIR - PIVOT HINGES QTY 2 PAIR - LEVER LOCKSET QTY 2 - FLOOR/WALL STOP QTY 2 SET - SILENCERS HS -2 SINGLE NON -RATED DOOR WITH LATCHSET QTY 1 PAIR -BUTT HINGES QTY1 -LEVER LATCHSET QTY 1- WALUFLOOR DOOR STOP QTY 1 SET - SILENCER HS -3 SINGLE NON -RATED DOOR WITH LOCKSET QTY 1 PAIR - PIVOT HINGES QTY 1- LEVER LOCKSET QTY 1- DOOR STOP QTY 1 SET - SILENCERS HS -4 SINGLE NON -RATED DOOR WITH PUSH/PULL QTY 1 PAIR - PIVOT HINGES QTY 1- PUSH PLATE (ROCKWOOD OR EQ.) QTY 1- PULL PLATE (ROCKWOOD OR EQ.) QTY 1 - WALUFLOOR DOOR STOP QTY 1 SET - SILENCER HS -5 SINGLE NON -RATED DOOR WITH PRIVACY LOCKSET QTY 2 PAIR - BUTT HINGES QTY 1- LEVER PRIVACY LOCKSET QTY 1- BLDG STD. DOOR STOP QTY 1 SET - SILENCERS QTY 1- OCCUPANCY INDICATOR HS -6 DOUBLE NON -RATED DOOR WITH LATCHSET QTY 2 PAIR - BUTT HINGES QTY 2 - LEVER LATCHSET QTY 2 - WALUFLOOR DOOR STOP QTY 1 SET - SILENCER HS -7 DOUBLE NON -RATED DOOR WITH LOCKSET QTY 2 PAIR - BUTT HINGES QTY 1- LEVER LOCKSET QTY 2 - BLDG STD. DOOR STOP QTY 1 SET - SILENCERS HS -8 SINGLE DOOR WITH EXIT ONLY PANIC HARDWARE QTY 2 PAIR - BUTT HINGES QTY 1- LEVER LOCKSET QTY 1- PANIC PUSH BAR HARDWARE QTY 1- SURFACE MOUNTED CLOSER QTY 1- POWER CONTROLLER QTY 1- BLDG STD. DOOR STOP QTY 1 SET - SILENCER HS -9 SLIDING BARN DOOR QTY 1- RECESSED CONTINUOUS UPPER TRACK QTY 1- CONTINUOUS FLOOR TRACK QTY 3 - WALL ATTACHMENTS QTY 1- RUNNING GEAR QTY 1 - LOWER GLIDE QTY 2 - DOOR STOP QTY 2 - 5'-0" STAINLESS STEEL DOOR PULL QTY 1- CONTINUOUS FUZZY STRIP HS -10 SINGLE NON -RATED FRAMELESS GLASS DOOR QTY 1 PAIR - PIVOT HINGES QTY 1 PAIR - CRL 60"H DOOR PULL QTY 1- CONCEALED CLOSER QTY 1 - FLOOR/WALL STOP QTY 1 SET - SILENCER Door Schedule: NO. TYPE FRAME HDWE RATING REMARKS 101 A ALUM. HS -1 NEW DOUBLE STOREFRONT SYSTEM, HEIGHT TO MATCH ADJ. WINDOWS; 101A E ALUM. HS -10 110 B ALUM. HS -2 111 B ALUM. HS -2 119A B ALUM. HS -2 119B B ALUM. HS -2 128 B ALUM. HS -2 140 B ALUM. HS -2 141 C ALUM. HS -3 151a D HM HS -4 151b C HM HS -5 152a D HM ' 152b C HM HS -5 155 B ALUM. HS -2 160 H HS -9 164A C HM HS -3 164B F HM HS -7 166 F HM HS -6 167A F HM HS -6 167B G HM HS -8 EXIT ONLY DOOR WITH PANIC HARDWARE 170 C ALUM. HS -3 174 B ALUM. HS -2 177 G HM HS -8 EXIT ONLY DOOR WITH PANIC HARDWARE 180 B ALUM. HS -2 EXIST EXIST EXIST RENIEWED FOR CODE COMPLIANCE APPROVED D JAN 24 213111 City of Tukwila BUILD' NG. -DA ' bi1 DIg9 1E RECEIVED CITY OF TUKWILA SEP 252011 PERMIT CENTER blk ink ATELIER SeaTac Lighting Foster's Building 15455 53rd Ave S. Tukwila, WA 98188 07.20.17 PERMIT/PRICING ISSUE / \ 08.25.17 PERMIT REVISIONS 11163 c,.�...._. TIMOTHY C. QUINN STATE OF' WASHINGTON REGISTERED CyITECT 8/25/2017 DESIGN DRAWN CHECKED Y.T. Y.T. T.Q. DOOR SCHEDULE, ELEVATIONS I-10.1 t. N U 1 3/4" Alum. Door Jamb (Head Similar) PARTITION AS SPECIFIED DOUBLE STUDS EACH SIDE AT JAMBS 2" WIDE EXTRUDED ALUMINUM FRAME BY ALPHA ALUMINUM OR EQUAL 1-3/4" SOLID CORE WOOD DOOR STAINED PER ARCHITECTS' SAMPLE Scale: 6"=1'-0" 6" HIGH ALUMINUM VALANCE WITH DARK BRONZE FINISH SCREWED TO BLOCKING STEEL PANEL WRAPPED OVER SLIDING BARN DOOR OVN , \, \,\ Sliding Barn Door @ Head PROVIDE WOOD BLOCKING FOR SUPPORT OF SLIDING DOOR HARDWARE 10'-0" A.F.F. SPECIFIED WOOD PLANKS OVER 4" METAL STUDS AT HEADER TO STRUCTURE Scale: 3"=1'-0" \II 4 4. Wood Flooring/Tile to Carpet Transition PORCELAIN TILE; PROVIDE LEVELING COMPOUND AT TRANSITION TO 12" SCHLUTER: RENO -U TRANSITION PROFILE - STAINLESS STEEL FINISH CARPET FEATHERING COMPOUND TO 12" Scale: FULL SCALE Scale: FULL SCALE X N \ N) Door/Relite Jamb 11-71 2" 1-3/4" SOLID CORE WOOD DOOR STAINED PER ARCHITECTS' SAMPLE 3/8" TEMPERED SAFETY GLASS SET WITH GLAZING TAPE AT ENTIRE PERIMETER 2" WIDE EXTRUDED ALUMINUM FRAME BY ALPHA ALUMINUM OR EQUAL Scale: 6"=1'-0" 11. SCHEDULED PARTITION FUZZY FELT STRIP AHDERED TO EDGE OF WALL \ r) 2" • i? z` Sliding Barn Door @ Closed Position Scale: 6"=1'-0" 4 4 VCT to Carpet Transition 2" STEEL PANELS WRAPPED OVER SOLID CORE WOOD SLIDING DOOR VINYL! VINYL TILE SCHLUTER: RENO -U TRANSITION PROFILE - STAINLESS STEEL FINISH CARPET FEATHERING COMPOUND TO 12" Scale: FULL SCALE z i) 2" 3/8" TEMPERED SAFETY GLASS SET WITH GLAZING TAPE AT ENTIRE PERIMETER PARTITION AS SPECIFIED DOUBLE STUDS EACH SIDE AT JAMBS 2" WIDE EXTRUDED ALUMINUM FRAME BY ALPHA ALUMINUM OR EQUAL SHIM AS REQUIRED DOOR PER SCHEDULE N 3/8 H.M. Door Jamb (Head Similar) BUILDING STANDARD HOLLOW METAL FRAME, BUILDING STANDARD FINISH DOUBLE STUDS AT EACH SIDE OF JAMBS SPECIFIED PARTITION Scale: 6"=1'-0" (1) LAYER OF 5/8" GWB OVER SPECIFIED METAL STUDS PAINT GRADE MDF BASE BY G.C.; FILL ALL NAIL HOLES WOOD BLOCKING SCHEDULED FLOORING MDF Base Detail fi a. 2" SCHEDULED DOOR �tNdr1 rt.t1r.` t. N 1/4" THICK PLAIN SLICED OAK WOOD VENEER STAINED TO MATCH EXIST. EXTERIOR FACADE OVER 3/4" PLYWOOD 2" WIDE EXTRUDED ALUMINUM FRAME BY US ALUMINUM OR EQUAL 9-3/4" WOOD BLOCKING J J w _ Ii - 0 w I— z w 0 0 I- 0 cJ � EXISTING STRUCTURAL GLULAM WOOD BEAM ADJUSTABLE DOOR STOP 3/8" THICK SINGLE FRAMELESS GLASS DOOR PER SCHEDULE FRAMELESS GLASS DOOR SHOE MIICIIN.SCHEDULED FINISHED FLOORING /-- g Frameless Glass Door Section Scale: 1"=1'-0" 617 019? Scale: 3"=1'-0" 1/2" DIA. THREADED ROD WITH BOLTED NUTS SCREWED TO STRUCTURE ABOVE UNISTRUT CHANNEL HAWA JUNIOR 120/A SLIDING HARDWARE ALUMINUM TUBE PERFORATED METAL/ ACOUSTICAL FELT PANEL WITH ALUMINUM TRIM AROUND EDGE ALUMINUM TUBE WITH BOTTOM GUIDE CONCEALED FLOOR GUIDE Perforated Metal Sliding Panel REVIEWED FOR .CODE COMPLIANCE APPROVED !JAN R `):t11k of Tukwila ElUitntmatatvIsiomJ RECEIVED CITY OF TUKWILA SEP 2 5 2011 PERMIT CENTER Scale: 3"=1'-0" bik ink ATELIER SeaTac Lighting Foster's Building 15455 53rd Ave S. Tukwila, WA 98188 07.20.17 PERMIT/PRICING ISSUE / \ 08.25.17 PERMIT REVISIONS REGISTERED HITECT TIMOTHY C. QUINN STATE OF WASHINGTON 8/25/2017 DESIGN DRAWN CHECKED Y.T. Y.T. T.Q. DOOR & FLOOR DETAILS 1-10.2 General Notes: 1. This project is subject to the 2015 UPC. Plumbing permit is provided by this subcontractor. 2. Waste lire cleanout sizing shall be as follows: 4" waste pipe: 4" cleanout with 3." plug. 3" waste pipe: 3" cleanout with 2W plug. 2" waste pipe: 2" cleanout with 1W plug. 3. Hot & Cold water piping: - %" through 1W shall be WIRSBO pex & CPVC. - 2" and greater shall be Type L Copper. 4. Hot, cold and recirculation piping will be insulated w/Micro-Lok insulation. Thickness of insulation will be as required by the Seattle Energy Code. 5. Waste & vent piping to be cast iron No -Hub. 6. Maintain one (1) set of clean drawings on site to be marked up for asbuilts, Provide "redline" markups to building Maintenance Department for record. 7. Fixture unit count (WSFU or DFU) for plumbing fixtures are indicated by (xx) next to the pipe size. EGEND Foster Bdig Seatac Lighting Plumbing Fixture Calculations PLUMING FIXTURE 12/15/2017 COLD WATER PIPE (CW) --- ----- HOT WATER PIPE (NW) • ----- HOT WATER RECIRC PIPE (HWC) GAN— SANITARY PIPE (SAN) - - VENT PIPE (V) —0— STORM PIPE (5) --M.. RAIN LEADER (RL) FU (EA) ROOF DRAIN (RD) FU (EA) ® ilk? OVERFLOW DRAIN (OD) FU (Total) GAS PIPE (G) —GN -- —STM— STEAM PIPE (STM) —COD— CONDENSATE RTN. PiPE (GOND) --1'.4 HOSE BI85/UJALL HYDRANT --+t�-- BALL VALVE —1>4— GATE VALE —I>411 GATE VALVE w/CAP —1:524-- BALANCING VALVE —is-- GAS COCK/VALVE 2" GLOBE VALVE 2nd 0 ANGLE GLOBE VALVE 0 3 -WAY MOTORIZED VALVE 0 -- CONTROL VALVE -- —✓d— CHECK VALVE PRESSURE RELIEF VALVE 1 PRESSURE REDUCING VALVE ----. 4 PRESSURE REDUCING STATION 2.5 0 BACKFLOW PREY. STATION -- --II PIPE CAP --2 PiPE BREAK -*0 PIPE UP 4th PiPE DOWN —to 0 PiPE TEE UP --401-- -- PIPE TEE DOWN -- —II— PiPE FLANGE --111— UNION DRINKING FOUNTAIN ADA APPROVED FLEX CONNECTION (PIPE) 0 STRAINER 11 4 AIR VENT 9. PRESSURE GUAGE -- THERMOMETER — — HYDRONIC WATER SUPPLY — — HYDRONIC WATER RETURN — — CONDENSER WATER SUPPLY 2 CONDENSER WATER RETURN —C1.03— CHILLED WATER SUPPLY — — CHILLED WATER RETURN -- HVAC EQUIPMENT NUMBER/ PLUMBING FIXTURE DESIGNATION 1=; 7 General Notes: 1. This project is subject to the 2015 UPC. Plumbing permit is provided by this subcontractor. 2. Waste lire cleanout sizing shall be as follows: 4" waste pipe: 4" cleanout with 3." plug. 3" waste pipe: 3" cleanout with 2W plug. 2" waste pipe: 2" cleanout with 1W plug. 3. Hot & Cold water piping: - %" through 1W shall be WIRSBO pex & CPVC. - 2" and greater shall be Type L Copper. 4. Hot, cold and recirculation piping will be insulated w/Micro-Lok insulation. Thickness of insulation will be as required by the Seattle Energy Code. 5. Waste & vent piping to be cast iron No -Hub. 6. Maintain one (1) set of clean drawings on site to be marked up for asbuilts, Provide "redline" markups to building Maintenance Department for record. 7. Fixture unit count (WSFU or DFU) for plumbing fixtures are indicated by (xx) next to the pipe size. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 4 7014 City of Tukwila 17-019? REVISIONS , No changes, all hl madn the scope of work wit 't pri pproval of Ti fit'^ril_t Bl r t' Ufa DIviSIOn. These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: 171% /4t CORRE TION LTR# RECEIVED CITY OF TUKWILA JAN 16 2018 PERMIT CENTER IncI plat '^t hl"n S IhTP'tt8I I- ochar;:cai Electncl umbi,,g Piping Per This set of constru�: , ocuments shall 11 kepi i a the sit ; .t c and sha!I b itlsn°n i w tri ' 4 .i!dinn (�+ L. iTtJI', .)1rh(3rt7 ; 1 qtdic :'entatNO. .!VIEWED F CO E COMP 2r JA NCE 201g RECEIV D. 7 2017 TUKWI PUBLIC WOR City of TLlk lily. UILDING D'.!SIC RECEIVED OFTU I, wuawx I D�ws,° Ii 2i7 P.O. BOX 721, Enumclaw, WA 98022 253-939-6398 (o) 206-730-3960(c) Plumbing Tenant Improvement drawings for: Seatac Lighting Foster Building, Tukwila, WA DRAWN BY: MTw CHECKED BY: Rl Plumbing Schedules & Symbols P 100 Foster Bdig Seatac Lighting Plumbing Fixture Calculations Updated: 12/15/2017 FIXNU LOCATION (RM) SYMBOL DESCRIPTION Number W/V Cold Water Hot Water Remarks Fixtures FU (EA) FU (Total) FU (EA) FU (Total) FU (EA) FU (Total) GPH (Each) GPH (Total) lin WC -1/2 Water Closet (1st) 8 4 32 2.5 20 -- -- -- -- COUNLAVATOIRY, OVAL TER MT'D TOILET FMS 2" Nu 2nd 0 4 0 2.5 0 -- -- -- -- ti" KS -1 1 3rd 0 4 0 2.5 0 -- -- -- -- BREAKROCM 2" Ike li" 4th 0 4 0 2.5 0 -- -- -- -- DF -1 1 DRINKING FOUNTAIN ADA APPROVED All Others 0 4 0 2.5 0 -- -- -- -- UR Urinal (1st) 1 2 2 20 20 -- -- -- -- HWC-1 I 14U CIRC PUMP JAN RM 2nd 1 1 2 2 15 15 -- -- -- -- I'," ISE'N-110, tiGAL CAP, 150 watts, 120v-10 3rd 0 2 0 10 0 -- -- -- -- 4th 0 2 0 8 0 -- -- -- -- All Others 0 2 0 5 0 -- -- -- -- L-1/2 Lavatory 8 1 8 1 8 1 8 6 48 SH -1/2 Shower 0 2 0 2 0 2 0 30 0 DF Drinking Fountain 1 0.5 0.5 0.5 0.5 -- -- -- -- MS-1 Mop Sink 1 3 3 3 3 3 3 20 20 FD -1/2 Floor Drain 5 2 10 -- -- -- -- -- -- TD-1 Trench Drain 0 4 0 -- -- -- -- -- -- HB-1 Hose Bibb (1st) 1 -- -- 2.5 2.5 -- -- -- -- HB-1/2 Hose Bibb 5 -- -- 1 5 -- -- -- -- S-1/2 Sinks 2 2 4 3 6 3 6 20 40 Totals 61.5 80 17 108 Service Size: 8" Cold Water Service Demand CW HW Tank (HWT) Sizing Based on Table 703.2, an 8" service is rated for 3600 Total Fixture Units: 89 FU's 108 GPH FU's (vertical) & 2640 FU's (horizontal) at 1/4"/L.F. slope. Total GPM required: 40 GPM 0.3 Demand Factor (Office) At 1/8"/L.F. slope, an 8" service is rated for 2112 FU's. Available Pressure (STATIC) @ site: ASSUMED 80 psi 32.4 Total Demand Dynamic Pressure (Static - 20): 60 psi 2 Storage Factor (Office) CW piping shall be sized for a maximum flow of 8 fps. Pressure requred at Fixture: 20 psi 64.8 Total Storage (@ 140F) HW piping shall be sized fro a maximum flow of 5 fps. Pressure loss due to elevation, see calc's: 5 psi Pressure loss in piping & valves, see calc's: 10 psi 17 FU's Domestic Water Service: Pressure loss thru meter & RPBP: 20 psi 15 GPM 1" Service @ 8 FPS = 25 Fixture Units or 18 GPM Total pressure required to serve fixtures: 55 1" Pipe Size 1.5" Service @ 8 FPS = 100 Fixture Units or 45 GPM 1/2" HWC 2" Service @ 8 FPS = 300 Fixture Units or 80 GPM Pressure difference between available vs. losses: 5 psi 4" Service @ 8 FPS = 1750 Fixture Units or 300 GPM 6" Service @ 8 FPS = 8000 Fixture Units or 700 GPM HWT sizing is based on ASHRAE 2015 Applications Chapter 50 Table 10. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 4 7014 City of Tukwila 17-019? REVISIONS , No changes, all hl madn the scope of work wit 't pri pproval of Ti fit'^ril_t Bl r t' Ufa DIviSIOn. These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: 171% /4t CORRE TION LTR# RECEIVED CITY OF TUKWILA JAN 16 2018 PERMIT CENTER IncI plat '^t hl"n S IhTP'tt8I I- ochar;:cai Electncl umbi,,g Piping Per This set of constru�: , ocuments shall 11 kepi i a the sit ; .t c and sha!I b itlsn°n i w tri ' 4 .i!dinn (�+ L. iTtJI', .)1rh(3rt7 ; 1 qtdic :'entatNO. .!VIEWED F CO E COMP 2r JA NCE 201g RECEIV D. 7 2017 TUKWI PUBLIC WOR City of TLlk lily. UILDING D'.!SIC RECEIVED OFTU I, wuawx I D�ws,° Ii 2i7 P.O. BOX 721, Enumclaw, WA 98022 253-939-6398 (o) 206-730-3960(c) Plumbing Tenant Improvement drawings for: Seatac Lighting Foster Building, Tukwila, WA DRAWN BY: MTw CHECKED BY: Rl Plumbing Schedules & Symbols P 100 F51,...LitteleiNIG PIXTURSSCHEDULA SYM MY FIXNU LOCATION (RM) W V HW CW SPECIFICATION (SEE SUBMITTALS) WC -1 6 WATER CLOSET FLR MT'D, TANK TYPE TOILET RMS 4" 2" lin WC -2 6 WATER CLOSET, ADA FLR MT'P, TANK TYPE TOILET MIS 4" 2" ti" L -I 6 COUNLAVATOIRY, OVAL TER MT'D TOILET FMS 2" Nu 44" ti" L-2 2 LAVATER TcRY,OVAL ADA TOILET RMS 2" 1 " tin ti" KS -1 1 SiNK SINGLE COMPARTMENT SALES 2" Nu ti" 142° KS -2 I GN(, DBL COMPART w/DW CCM ON P -TRAP BREAKROCM 2" Ike li" I'," Me -i 1 MOP SINK FLOOR MOUNTED, 24" x 24" JAN MI 3" lyz" VI a4" DF -1 1 DRINKING FOUNTAIN ADA APPROVED MALL 20 1!" 1i" HWT-1 I 140T WATER TANK, ELECTRIC JANITOR RMi 62 GALLON 10/(2) 4.51d, 206/240v-14 wit 4 P RELIEF 4 FLEX CONNECTIONS ET -1 1 EXPANSION TANK JAN RM AMTROL •ST -I2 NON-ASME RATED EXP TANK HWC-1 I 14U CIRC PUMP JAN RM 34" 114-1 1 INSTA-HOT WATER NEATER BRF.AKROCM I'," ISE'N-110, tiGAL CAP, 150 watts, 120v-10 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 4 7014 City of Tukwila 17-019? REVISIONS , No changes, all hl madn the scope of work wit 't pri pproval of Ti fit'^ril_t Bl r t' Ufa DIviSIOn. These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: 171% /4t CORRE TION LTR# RECEIVED CITY OF TUKWILA JAN 16 2018 PERMIT CENTER IncI plat '^t hl"n S IhTP'tt8I I- ochar;:cai Electncl umbi,,g Piping Per This set of constru�: , ocuments shall 11 kepi i a the sit ; .t c and sha!I b itlsn°n i w tri ' 4 .i!dinn (�+ L. iTtJI', .)1rh(3rt7 ; 1 qtdic :'entatNO. .!VIEWED F CO E COMP 2r JA NCE 201g RECEIV D. 7 2017 TUKWI PUBLIC WOR City of TLlk lily. UILDING D'.!SIC RECEIVED OFTU I, wuawx I D�ws,° Ii 2i7 P.O. BOX 721, Enumclaw, WA 98022 253-939-6398 (o) 206-730-3960(c) Plumbing Tenant Improvement drawings for: Seatac Lighting Foster Building, Tukwila, WA DRAWN BY: MTw CHECKED BY: Rl Plumbing Schedules & Symbols P 100 J L4" VTR (54) � 1 4" SANITARY SERVICE (54 DIV), STUB OUT 5' BEYOND E -DG WALL FOR CONNECTION TO SITE UTILITES. I.E.. -56" BELOW SLAB 0 1/4" SLOPE 2"V (22 Z"V (4) 2"V(10 2"V (24 2"V (64 2"V02) " 2"V (2) VN WCO �N49 B LOADING DOCK 165 r� STORAGE 166 2" SAN 2" SAN (4) w LL 7E TRAINING! CONFERENCE ROOM 167 7Th F r )ING CK 0 4" SAN (50) 4" SAN 411-' 21W —0, 25'-2"W p --4"W 4" SAN (32) 4" B: N i 4" SAN (12) SANITARY RISER DIAGRAM DIAGRAMMATIC Ili" DOMESTIC WATER SERVICE UP TO "HOT BOX" w/RPPA I STUBBED OUT 5' BEYOND BUILDING FOR CONNECTION TO SITE UTILITIES, (CONNECTION BY OTHERS) ra CI I I STORAGE E COLLABORATIVE WO LOUNGE BREAKROOM 2" SAN 4" SAN (2) 3" SAN (6) GAME ROOM 2" SAN WAR ROOM 155 V i -I WCO +---- SEE ISLAND 2" SAN (2) SNC DIAGRAM MOTHER'S ROOM 154 3 MEN'S RIR 152 5WOMEN'S R/R 151 ,ATH "SET I I I rti 1-1: Q Q Q El Et LTI r—Q rla hE Lc' Lc: .0.3.6 Lp Ls] LID I�a Rs 1--g HE HE TTE LP LP LP EXC BATH JP BATH 34" CW, 34"1.4W, 34" RUC MAIN 42"V UP, SEE P102 FOR OFFICE CONTNUATION 34" CW, 34"1-1W, 34" HWC, 2"V ; 2'W FOR KS -2 ABOVE, SEE I. I 1, SINK DETAIL 3"W, 2"V 0 0 0 INT 4 P102 FOR •d; INUATION fl (MS -I) 1:1-Q 20 SANITARY (2) SALES OFFICE 2"W UP TO KS -I 1:1 a Eli 000 000 000 000 000 000 000 J STORAGE 170 HALLWAY 172 r O Li IL CLOSET KITCHEN SWIG COPY/PRINT 147 .0.3.j 2" WASTE DISHWASHER CONNECTION -"'Y TO WASTE/YENt RISERS ISLAND SINK DIAGRAM DIAGRAMMATIC OPEN WORKSTATIONS 144 BAR 173 IS% 2"V WC -2 (TYP) IIS:% n� h. Pliklii irjt ADA RIR 11 eFccl SAMPLING! WORKROOM 2" SANITARY (2 151B "W 41W, 2"V WC -1( 2' ,1'i"V FDA (TYP �F 2) 2"W III HALLWAY 149 WCO LJHH__ F.E. !_ 4-1 X T 2" SAN (4) /I 171 SALES TEAM AREA 177 DISPLAY CLOSET 106 Mr.= 0 Mt '4 040 i OPEN MEETING 103 RECEPTION/ LOBBY 4" SANITARY SERVICE, STUB OUT 51 BEYOND BLDG WALL FOR _ CONNECTION TO SITE UTILITES. I.E. ■ -56" BELOW SLAB a 1/4" SLOPE PRIVATE OFFICE 101 EN Y CLEANOUT 4 ACCESS COVES TOP OF COVER TO BE FLUSH W/ToP OF FIN. FLOOR. 1/8 C.I. BEND BALANCE OF PIPING SAME AS S.C.O. BRASS CLEANOUT PLUG W/COUNTER SUNK MEAD. FINISHED GRADE. 16 "SQ. CONCRETE PAD TROWEL SMOOTH 4 EDGE. 1/8 C. I. BEND C.I. WASTE LINE LENGTH TO SUIT. WASTE LINE. 1/8 BEND IF CLEANOUT OCCURS AT END OF LINE. FLOOR CLEANOUT (F.C.O.) SURFACE CLEANOUT (S.C.O.) CLEANOUT DETAILS N.T.S. REVIEWED FOR CODE COMPLIANCE .APPROVED JAN 24 2010 City of Tukwila in/ wir APPROVED JAN 18 2018 City_ of Tukwila PULIC Works RECEIVED CITY OF TUKWILA JAN i(, M, PERMIT CENTEn -- UNDERGROUND PLUMBING PLA Scale: 1/8" = 1-0" b 11 I TRAP SEAL PRI +RS ap that depends for ie seal upon the action of Il be used. fixture trap shall have a e pro ed from freezing. directly connected to the drainage use shall be protected with a II be directly connected or maintenance. .0) No form o movable parts , liquid seal...and sh Floor drain or similar system and subject t�, trap seal primer. to the water s .,p} t freq p seal primer and shall be access' 015 UPC 1005.0, 1006.0 & Area of Work REVIEV' DE CO LOADI E.D S R D' IAN ECEIV .,ity of Tut ILDING DML KEY PLAN' Not to Scale PROJECT. NORTH 0 2' 4' 8' 16' DRAWING SCALE: 1/8" = 1'-0" (UNLESS NOTED OTHERWISE) P KW I L A ma CEN , REDLINE MECHANICAL P.O. BOX 721, Enumclaw, WA 98022 253-939-6398 (o) 206-730-3960(c) SCALE: A. Noted DATE: 12123/n CONTRACT NO: REG. NO. DRAWN BY: MTW CHECKED BY: I*"' Plumbing Tenant Improvement drawings for: Seatac.. Lighting Foster Building, Tukwila, WA Underground Plumbing Plan P 1'0-1 SHUT-OFF VALVE, RPDA BACKFLOW PREMIER, 4 STRAINER IN INSULATED "HOT BOX" wA kW,120/1 ELECTRIC HEATER 4 T -STAT SET FOR FREEZE PROTECTION. COORDINATE w/E.C. FOR ELECTRICAL SERVICE 4 DISCONNECT SWITCH. PROVIDE w/12" DEEP GRAVEL BASE FOR DRAINAGE. RPPA DEVICE 4 "HOT BOX" SNAIL BE PER CITY OF f KWILA STANDARDS. 413431;41111004%. OW 1�a" CW (93) 114 DW WO OW 44 _CW (6) i i 1112" CW (11) 4" HUJC .414_ly'z' CW (61) 'd— ``11 1" CW (12) Is-- ltei" CW (T I) metsgiii I"" CW (65) 1" Fill (10) OWIWIPOWNW.iZB 34" HW (6) 34" CW (4) -1.0- I I—I I I 111- 34_ HW (5) I I I 1," cW (2) 11 II—III III 1 Til —It III' =II I II III I" DOMESTic WATER SERVICE I I-1 I I- I I '— MISSED =8 D OUT 5' BEYOND BUILDING FOR CONNECTION TO SITE UTILITIES, (CONNECTION BY OTHERS) I I*III-1-1 I I L/ O III I STORAGE 164 3/4" H4CW (3) 'tl----- COLLABORATIVE WORK/LOUNGE 34" 1440W (3) 1" H4CW (16 WSFU) 34" 1.14CW 1/2" H4CW (3) (I) i3O" H4CW (2) DOMESTIC WATER RISER DIAGRAM DIAGRAMMATIC BREAKROOM 162 GAME ROOM WAR ROOM 155 MOTHER'S ROOM 154 142" CW (15) TYP ALL IUC'S MEN'S R/R 152 I" CW (20) OPEN WORKSTATIONS 144 SERVER/ STORAGE tea" H40W tee 1-14CW Va" CW (2) (I) (0.5) PRIVP OFFI( 140 14" DOMESTIC WATER SERVICEIN "140T BOX" w,RPPA, SEE DIAD THIS SHEET n C4) (') WOMEN'S R/R 151 0 1 KS 2 DESIGNER'" pFFIC J • IL's" SICU TE 0 din 0 FOR CLARITY JM RM, -SW) M r I El 1346 CW, 34"14W, 34" I4Wc 4 211v COPY/PRINT 147 r 1tea"CW (62) ON TO 14DEFF1.00R 4 CONT TO K6-2 SINK, SEE P101 FOR CON" INUATION 0110 000 000 000 000 000 000 N FFICE L II'a "t5OME$TIC tU DN, SEE DIAL THIS SHT 4 SHT P101 FOR CONTINUATION CLOSET (6) HIGH — TITION 2"V (2) MP OF 3) BATH OSET ADA RIR 4"v (50/1P T VtR4 SALES OFFICE (TYP OF 2)1 I HALLWAY '�' 1;� 4” 149 a►♦ .Air rr �1 v (TYP OF 5) / I i 1.„ .N r�� '.. EXC BATH BATH ADA R/R SAMPLING/ LOADING DOCK 165 1" HW (10) 2"V (2) LI 000 000 000 000 000 000 000 344"HW (6) HALLWAY 172 STORAGE STORAGE E Q El 0 0 0 0 0 0 0 0 0 c_ 0 0 o .o. TRAINING/ CONFERENCE ROOM 167 r l\I r r \�,rrr r . rr . Y r� I • —I— t t --N r I/I l! —I DISPLAY ISI 1_ V SALES TEAM AREA 177 I PLUMBING PLAN " 144cW IN To LAYS CLOSET (TYP OF 3) 106 va" H4CW, 2"V'e DN TO FIT'S Scale: 1/8" = 1'-0" ISI I; I/I Iss K. J L s \i OPEN WORKSTATIONS 115 • 0 1 L i Crl J LI N �I OPEN MEETING 103 RECEPTION/ LOBBY 101 WAR ROOM 110 ENTRY LJ WAR ROAM 111 01 COLLAE COMBINATION TEMPERA1 REJ PRESSURE RELIEF VALVE. — THERMOMETER CSV CV V 10 WATER 14E,4TER i•I INSULATION BASE AS REQUIRED BY UPC 4 LOCAL CODES. (TYPICAL) HW - SIZE PER PLANS CW - SIZE PER PLANS RUC - SIZE PER PLANS HOT WATER CIRCULATION PUMP 1/61',120/1 ELEC w/24 HR TIMER SIESMIC RESTRAINTS AS REWIRED BY UPC 4 LOCAL CODES. (TYPICAL) EXPANSION TANK I° CI I MEZZANINE FINISHED FLOOR WATER HEATER PIPING DIAGRAM N.T.S. br7. 0/9? REVIEWED FOR CODE COMPLIANCE APPROVED JAN a 4: 2018 - City of Tukwila DUJLDi ' ,z,&;-, RECEIVED CITY OF TUKWILA JAN 16 2018 PERMIT CENTER APPROVED JAN 18 2018 City of Tukwila PUBLIC Works REVIEWE ODE-C<OMPLIAN APPROVE Area of Work PROJECT NORTH 0 2' 4' 8' 16' DRAWING SCALE: 1/8" = 1'-0" (UNLESS NOTED OTHERWISE) KEY PLAN Not to Scale REDLINE MECHANICAL P.O. BOX 721, Enumclaw, WA 98022 EXISTING ROCKE WALL 34 H RECE:.Iv .a3 OF . `VKWILA 2017 RMIT CTER 253-939-6398 (o) 206-730-3960(c) SCALE: As Noted CONTRACT NO: DRAWN BY: MTh) DATE: 12/23/11 REG. NO. CHECKED BY: R1"1 Plumbing Tenant Improvement drawings for: Seatac Lighting Foster Building, Tukwila, WA Plumbing Plan P 102 REMOVE THE EXISTING _ b$ REMOVE' THE UNDERGROUND DETECTOR CHECKf�. SYSTEM :COMPONENTS 01.'. AUTOMA11C SPRINKLERS CHARACTERISTICS SHALL BE.: `QUICK RESPONSE: SEE. SPRINKLER LEGEND FOR SPRINKLER .PROPERTIES •:02. PIPING FOR BRANCH' UNES TO - BE: • EXISTING' BLACK SCHEDULE 40 03. ' PIPING FOR CROSSMAIN'UNES TO : BE .: EXISTING BLACK SCHEDULE 40 . 04. JOINING OF BRANCH LINES PIPING TO UTILIZE •. EXISITNG BLACK CAST IRON 05. JOINING .OF. CROSSMAINS TO..UTIUZE: EXISTING:'_ GROOVED MECHANICAL'FITIINGS • &: SOUPUNGS': 06. HANGERS SHALL.UTIUZE'•. TOP BEAM CLAMP. ALL THREAD ROD. & NOMINAL SIZED RING • SEE.: HANGER :DETAIL(S) THIS SHEET 07: CONTROL VALVE(S) TO BE:' :EXISTING PN 08 SPRINKLER SYSTEM ALARM:. SIGNALING DEVICE TO BE: EXISTING WATER, MOTOR GONG TA&E 9221 MAXIMUM:&SVANCE WIER HANG4RS (FT -AY.) 15.0 15-0. 12 `G' 120 '•SYSTEM EXCLUSIONS '01:' WIRING OF.:ELECTRICAL ALARM' SIGNALING DEVICES 02: PAINTING OF. NEWLY:` INSTALLED PIPE AND.- COMPONENTS. 03.: PATCHING'AND/OR REPAIRING CEILING: OR. WALLS 04.. ADEQUATE' HEAT ABOVE CEILINGS 05 MODIFICATIONS' TO;:THE• EXISTING SEISMIC,. BRACING:t BUILDING INFORMATION: PARCEL #: 1157200044 OCCUPANCY GROUP: B TOTAL SQ. "FT.: 20,524 GtEA1ER NAN 36" FOR : (,REA7ER THAN.::48' .11/4 WARN THAN .60•:FOR 1 /2' OR LARhER NOTE 1 PSS WEED 101 P9 11E LN5MO?7ED ITGAI BOWEN REDO SPRI0011 e1 A:Pfleeff PO97IX OR D4a?JI PPLE AM 11E[AST IL MV? ON Olt BRAWN LIE 9'6BI NOT BE WARN' NAN 12 AWES RR S1EIL PPE_ BUILDING OWNER'S` INFORMATION: JOHN BORELLI SEA -TAC LIGHTING AND CONTROLS. .4439 SOUTH 134th PI *BUILDINGE TUKWILA, WA 98168 .206):5756665:-. SCOPE OF .WORK: ADD RELOCATE SPRINKLERS HEADS.,TO ACCOMMODATE THE NEW WALLS AND:CEILINGS -. . REPLACE THE: EXISTING • EXPOSED SPRINKLER HEADS; WITH NEW . :QUICK RESP..ONSE SPRINKLER.HEADS. o . ;INSTALL ANEW DERINGER 30::(X)•BACKFLOW PREVENTER ON.•THE. EXISTING :RISER. ;• INSTALL A NEW WALL:MOU.NTED 5" •STORZ FDC. REMOVE THE EXISTING;. REMOTE FDC AND:DETECTOR CHECK NO WORK IS TO -BE. DONE TO THE - EXISTING : DRY SYSTEM THAT: :FEEDS. THE FRONT AND 'BACK`:CANOPIES "r • EXISTING FIRESPRINKLER RISER LOCATION: SPRINKLER LEGEND . REPLACE.:THE. •EXISTING:HEAD WITH. •RELOCATED SPRINKLER HEAD ADDED .SPRINKLER HEAD. PLUGGED: SPRINKLER HEAD •- — —:'EXISTING PIPE =: NEW PIPE :' SKYLIGHT AND ROAR CANOPIE5 .: •1", PIPE WITH 1" CI SCR 90 MADE -0N (UST BY:UNE-INSTALL •'AT ROUGH=IN) " f%15TING COMPRG5501i.'51-1OWN . POR ILLUSTATION • PURP05E5 ONLY, •. . • tvalintoyonge;;;;;"":6""il,■ .. Pfi"PwrmanuOir Michael Maguire 1440-079110 Level3 ArcheryrConstruetion, Inc �'.;./ / • .. HEI`2 . a �• ._ �' �. . X . • Sts BELOW TOP.. STEEL X` -X"] ABOVE FIN FLR BRANCH LINE NO. Win X MAIN PIECE ID CEILING. HEIGHT. CALCULATIONS SOURCE NODE WSCL#: ARCHEI*219DR ' 7855 'SOUTH. 206TH STREET .::SENT, WASHINGTON 88032 PHONE NO. (253) 872-7222 FAX NO :' (253) 872-7277