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HomeMy WebLinkAboutPermit D13-0376 - PACIFIC DENTAL SERVICES - TENANT IMPROVEMENTPACIFIC DENTAL SERVICES 17420 SOTJTHCENTER PKWY D13-0376 Parcel No: Address: • City of Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.eov DEVELOPMENT PERMIT 2623049110 Permit Number: D13-0376 17420 SOUTHCENTER PKWY Project Name: PACIFIC DENTAL SERVICES Issue Date: 4/30/2014 Permit Expires On: 10/27/2014 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: KIR TUKWILA 050 LLC 3333 NEW HYDE PARK RD #100 PO C/O KIMCO REALTY CORP, NEW HYDE PK, CA, 11042 BRANDON WEBB 2044 CALIFORNIA AVE , CORONA, CA, 92881 TCL PARTNERS CORPORATION Phone: (951) 582-5758 Phone: (425) 316-3500 16000 MILL CREEK BLVD SUITE 1, MILL CREEK, WA, 98012 TCLPAPC919QD Expiration Date: 7/10/2015 TENANT FUNDED DESCRIPTION OF WORK: NEW TENANT: TENANT IMPROVEMENT WORK TO INCLUDE NEW NON-STRUCTURAL PARTITIONS, LIGHTS, T -BAR, (2) RESTROOMS, AND ASSOCIATED WORK. NO MEDICAL GAS. Project Valuation: $159,210.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: Fees Collected: $8,512.69 Type of Construction: VB Occupancy per IBC: B Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: HIGHLINE,TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: Internations Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2012 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: • • Volumes: Cut: 0 Fill: 0 Number: 0 Permit Center Authorized Signature: Date: 1-1'30-1y I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: ---���" Date: WAi P,L /Y% %$'Fz, Print Name: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***FIRE DEPARTMENT PERMIT CONDITIONS*** 2: 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) 3: 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) 4: 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, 4-3, 4-4) • • 5: 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, 3-2.1) 6: 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) 7: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 8: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 9: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 10: 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) 11: 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 1011.5.1) 12: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 13: 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 1006.1, 1006.2, 1006.3) 14: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 15: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2327). 16: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13-8.6.5.3.3) 17: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 18: 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 #2328) (IFC 104.2) 19: 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 #2328. • • 20: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2328) 21: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 22: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 23: 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) 24: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 25: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 26: ***BUILDING PERMIT CONDITIONS*** 27: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 28: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 29: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 30: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 31: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 32: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 33: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 34: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise, protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 35: 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. 36: 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). 37: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 38: 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. 39: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 • 1700 BUILDING FINAL** 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0603 ROOF/CEILING INSUL 0406 SUSPENDED CEILING CITY OF TUK A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Projecf No Date Application Accepted Date Application Expires ": (For o f ce.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 Address: 17420 Southcenter Parkway King Co Assessor's Tax No.: kjt'l Suite Number: Floor: Tenant Name: TBD (Pacific Dental Services) PROPERTY OWNER Name: Brandon Webb Name: Carmen Decker (425) 373-3511 Address: 2044 California Ave Address: City: Corona State: CA City: State: Zip: CONTACT -PERSON ,- person receiving all:projecr•' . communication ; Name: Brandon Webb Address: Address: 2044 California Ave Architect Name: Julie Margetich City: Corona State: CA Zip: 92881 Phone: (951) 582-5758 Fax: City: Corona State: CA Email: webbb@pacden.com Phone: :,GENERAL CONTRACTOR INFORMATION'". Company Name: Address: Company Name: Architect Name: Julie Margetich Address: City: State: City: Corona State: CA Zip: Phone: Fax: Email: margetichj@pacden.com State: Contr Reg No.: Phone: Exp Date: Tukwila Business License No.: WApplications\Forms-Applications On Line\201 I Applications\Permit Application Revised - 8-9-11 docx Revised: August 2011 11, New Tenant: ® Yes ❑ .. No • ARCHITECTOF:RECORD Name: Company Name: Pacific Dental Services Company Name: Architect Name: Julie Margetich Address: Address: 2044 California Ave City: Corona State: CA Zip' 92881 Phone: (951) 582-5745 Fax: State: Email: margetichj@pacden.com State: ENGINEER'OFRECORD, Name: 44, Company Name: Address: Engineer Name: Address: State: City: State: Zip: Phone: Fax: Email: °LENDER/BQN, D.ISSUED (requiredefor projects $5,000 pr ;, greater,per RCW 19:27.095 . Name: 44, Address: City: State: Zip: Page 1 of 4 BUILDINGPERMIT INFORMAT I Valuation of Project (contractor's bid price): $ 159,210 Describe the scope of work (please provide detailed information): Dental office, Tenant Improvement, Non Structural Partitions, Lights, T -bar, Outlets, Switches, Sinks, 2 Restrooms, mech distribution, (all x-rays are digital), MO MEDICAL GAS Existing Building Valuation: $ Will there be new rack storage? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forns-Applications On Line\201 I Applications\Permit Application Revised - 8-9-I I.docx Revised: August 2011 Page 2 of 4 Existing " Interior Remodel : Addition to . Existing . Structure ';_ New Type of Construction per IBC Type of Occupancy per - , IBC __ ts` Floor 3,538 3,538 VB B 2"a Floor 3rd Floor Floors thru Basement , Accessory Structure* Attached Garage Detached Garage Attached Carport:. Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forns-Applications On Line\201 I Applications\Permit Application Revised - 8-9-I I.docx Revised: August 2011 Page 2 of 4 PUBLIC RK,S:P:ERM'IT INF ; >ATION:- 206=433-017.9 rAWOO Scope of Work (please provide detailed information): Dental office, Tenant Improvement, Non Structural Partitions, Lights, T -bar, Outlets, Switches, Sinks, 2 Restrooms, mech distribution, (all x-rays are digital), MO MEDICAL GAS Call before you Dig: 811 Please refer to Public WorksBulletin#1 for fees and estimate sheet.- Water heet: Water District ❑ ...Tukwila ❑ ...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ ... Valley View ❑ ... Sewer Availability Provided 0 .. Highline 0 .. Renton 0 .. Renton ❑ .. Seattle Se tic 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) 0 ...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 ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ ...Total Cut ❑ ...Total Fill ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control 0 ...Backflow Prevention - Fire Protection Irrigation Domestic Water cubic yards cubic yards ❑ .. Geotechnical Report 0 .. Maintenance Agreement(s) ❑...Traffic Impact Analysis ❑ ... Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut 0 .. Pavement Cut ❑ .. Looped Fire Line 0 ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public 0 0 .. Grease Interceptor ❑ .. Channelization 0 .. Trench Excavation ❑ .. Utility Undergrounding WO # WO # WO # ❑...Deduct Water Meter Size Private Private FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Forn s -Applications On Line1201 I Applications\Permit Application Revised - 8-9-1 I .docx Revised: August 201 I Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of constriction 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 ER OAUTHOIIfD AGENT: Signature: S�� Print Name: Brandon Webb Mailing Address: 2044 California Ave H. Applications Forms -Applications On Line 2011 Applications Permit Application Revised - 8-9-11 does Revised: August 2011 Day Telephone: Corona City Date:l/l /13 (951) 582-5758 CA 92881 State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $7,198.65 D13-0376 Address: 17420 SOUTHCENTER PKWY Apn: 2623049110 $7,198.65 DEVELOPMENT $2,026.10 PERMIT FEE R000.322.100.00.00 $2,021.60 WASHINGTON STATE SURCHARGE B640.237.114 $4.50 IMPACT FEE $5,172.55 FIRE IMPACT FEE R304.345.852.00.00 $3,693.67 PARK IMPACT FEE TOTAL FEES PAID BY RECEIPT: R1974 R301.345.851.00.00 $1,478.88 $7,198.65 Date Paid: Wednesday, April 30, 2014 Paid By: TCL PARTNERS CORPORATION Pay Method: CHECK 021234 Printed: Wednesday, April 30, 2014 11:06 AM 1 of 1 CRWSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT ( QUANTITY PAID $1,314.04 D13-0376 Address: 17420 SOUTHCENTER ` PKWY Apn: 2623049110 $1,314.04, DEVELOPMENT PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R396 R000.345.830.00.00 $1,314.04 $1,314.04 $1,314.04 Date Paid: Monday, December 16, 2013 Paid By: BRIAN MERISKO, TCL Pay Method: CREDIT CARD 06762G Printed: Monday, December 16, 2013 10:19 AM 1 of 1 CRWSYSTEMS IN INSPECTION RECORD Retain a copy with permit pt3-o3/ G iPECTtON NO. CITY OF TUKWILA BUILDING DIVISION rd 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 PERMIT NO. Project:Type F'\C' F:(C.b(.7,J`tAL_ off Inspection: t`"1rJ)tL- Address: 1 S C PUL -A-( Date Called: Special Instructions: Date Wanted: -7- Lf a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: e v 1 'f r. ri t,/\ l e /1-10AL.-- Date: IRE NSPECTION FEE REQUIRED. Pr'ior.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 PERMIT NO. CITY-OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Pro v�ct:C (- r2 YJ L. Type of Inspection: ENiPJ66n1C�, L i t> lv,4. Addyee y 6Date C�IlLe12.1 co, Special Instructions: Dat, anted: — ' 1 a.m. p.m. Requester: Phone No: Approved per applicable codes. Q Corrections required prior to approval. COMMENTS: C .G L 4-z i. — PPPd../E-IN; fnni:R6,nl0y- �6I."n/ Inst tor: Date:/23_ REJNSPECTION FEE R • QUIRED. Prior to next inspection, fee must be paid at 6300 Southcente Blvd.. Suite 100. Call to schedule reinspection. • � 4 INSPECTION NO. INSPECTION RECORD Retain a copy with permit N 3437 6,1 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: , pica. �, cd Wil, ; c_.._.. A Type of Inspection: St• ' Cit 1' k C- Addres : 1 X74 zr S C Prue Date Called: Special Instructions: Date Wanted: (f --Citi) Requester: Phone No: Approved per applicable codes. t�J Corrections required prior to approval. COMMENTS: �.-- ( .)**>(-->c.-Jis.€10 4Ns (t\t",c r: Date_ s tr' SPECTION FEE REQUIRED. Prior to next inspection, fee must be id at 6300 Southcentdr Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit % 3 -037 (o 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: Type of Inspection: F-rci , (7 Address: 17 2() 3( Dave ✓ Date Called: Special Instructions: / Date Wanted: (n4/6-/ f a.m. Requester: Phone No: 42.5 --3/�� � j ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: J 'Inspector: Date: I /4 n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit i3([ 1tt-s-- )O PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 P jest: f/t Q t G D ,e r- -rkf u. c.__S' Type of Inspection: --- Address: 170?0 Suite #: c.c. PK--t-__Contact Person: Special Instructions: S P STev - o Phone No.: —Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: S P STev - o ._ Cr.4 Z N roL. / OK .. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:0,1 Date:2/2,//y 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 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 't13 -03No /(t/5 -/oe PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: // 'ricz-ti-t,-ti Vtt_a.a Type of Inspection: CovQr /-0 Address: ,:. Suite #: , 73`1 z SC- R --w\/\ Contact Person: Special Instructions: Phone No.: l'i- Approved per applicable codes. Corrections required prior to approval. COMMENTS: /17,Yd'-o Ass Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: T" Date: 7 / ek y Hrs.: 1.0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a'reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 Interior Lighting Summary - Space -by -Space 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 LTG -INT -SPACE Project Info Project Address 17420 soUTHCENTER PARKWAY Date 5/21/2013 `V y TUKWILA, WA 98188 For Building Department Use Fit c Applicant Name: BRANDON WEas Maximum Allowed Lighting Wattage Location (plan #, room #, or ALL) Space Type* Allowed Watts perff2 loss interior Area in ft2 warts xnowec (watts/fie x area) ALL OPS Health care clinic/hospital: Exam/treatment 1.66 1555 2581 COMMON SPACES Office - Enclosed 1.11 1393 1546 RECEPTION/WAITIN G Lobby 0.90 590 531 64 576 Atritm** later Haight: FIXTURE D LED DOWNLIGHTS, 13W, 1 LAMP, ELEC 24 13 Rrtail Display A llowance from LG? -INT- ; 8 * Select Table C405.5.2(2) category from drop down menu. ** For atriums, indicate height.Allowed wattage for first 40 feet is 0.03 W/ft. ht., above 40 feet is 0.02 W/ft. ht. Proposed Lighting Wattage Total Area Allowed Watts 3538 4659 Location (plan #, room #, or ALL) Fixture Description (Include exempt equipment per Note 3) Number of Fixtures Watts/ Fixture Watts Proposed FIXTURE A, 2'X4' TROFFER, 48" T8 32W, 3 LAMPS ELEC 15 96 1440 FIXTURE Al 2' X4' TROFFER, 48" T8 32W, 3LAMPS ELEC 8 96 768 FIXTURE C WRAP AROUND, 48" T8, 2LAMPS, ELEC 4 64 256 FIXTURE E TROFFER 'AVANTE', 48" T8 32W, 2 LAMPS, ELEC 9 64 576 FIXTURE D LED DOWNLIGHTS, 13W, 1 LAMP, ELEC 24 13 312 FIXTURE F PENDANTS, TRIPLE 4 -PIN 13W, 3 LAMPS, ELEC 8 39 312 Retail Display Lighting from LGT-INT-DII LAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watts 3664 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section C405.5.1. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 3. List all fixtures. For lighting equipment eligible for exemption per C405.5.1, note exception number and leave Watts/Fixture blank. RECEIVED CITY OF TUKWILA REVIEWED FORnE CO APPROVED FEB 06 2014 City of Tukwila BUILDING DIVISION DEC 1 6 2013 PERMIT CENTER .....— ig- &T R ENGINEERING B & T DESIGN & ENGINEERING, INC. P.O. Box 595 • Issaquah, WA 98027 • Phones: 425-557-0779 • Fax: 4.25-557-0765 STRUCTURAL MECHANICAL UNIT FRAMING SUPPORT CALCULATIONS FOR SUPERCENTER MALL viLE COP '17500 SOUTHCENTER PARKWAY TUKWILA WASHINGTON 98188 GENERAL CONTRACTOR: 701 JENSCONTI, REVIEWED FOR 5 AVENENUESTRUCSOUTH, SONUITELL 41... DAEpp ROVED SEATTLE, WASHINGTON 98104 COMPLIANCE [CONTACT: REID JENSEN-(206) 300-3116 OCTOBER 25, 2013 (B & T PROJECT #13055.01 FEB 0 6 2014 BUILDING Tukwila VISION RECEIVED CITY OF TUKWILA DEC 1 6 2013 PERMIT CENTER PYrO51(O a. P., ENGINEERING 425-557-0779 I I, PRoncr I C7 C:x- t11405:1 -i DESCRIPTION r r...c-14/N.Li coNI UNIT I r 4-c, • •t=. • 4?(I, t t1 -711-)c"42 SHEET NO3'11 I OF 4A - DES r it: DATE CAfr7 CHK JOB NO. I 47 *.1.5 • • • 42-1," -1-J•coc;4 I ti . . - • : ' : kil% • : • • pi.t 1.6,5 C .111 .. • .... .... . ENGINEERING ERIN( 425-557-0779 PROJECT 11SS,•° .4tF SHEET NO.n 1"OF DESCRIPTION DE • DATE I a C41P4 I lL u f- CHK JOB NO. I 47o55 d: pat ENGINEERING 425-557-0779 PROJECT DESCRIPTION 1P -r • DESS it DATE 11— CHK JOB NO. "7 01/, 54=":› '''t'P'll+C19V1 SHEET NO. %toF 51.4:1? -vo 1-4 • TIWTM S TISTM Series Parallel Chord • Open -Web Series TJWT"' Series Load Tr" les/Snow (IIS%) Allowable Uniform Load (plf) FL=Flat roof less than 'hi" in 12" slope. SL=Sloped roof greater than 1/n" in 12" slope. Depth 14 22 ,1 16 18 '0 . SL's • 22 1; FL.' SL 24", FL"'SL 26 FL'- SL' 472 472 413 413 367 267 .FL; 454 411 307 28 L 30 ;FL'; SL 436 436 413 413 367 367 32 1FI..:'. SL' 418 418 407 407 367 367 ,34,,;„:, ;FL ,SL's 403 403 393 393 367 367 36 FL, Sl 387 387 378 378 357 367 38 . FL '.SL 371 371 364 304 357 357 40 ... L' -SL 356 155 350 350 344 344 Depth Span •:14' "16. 1B Span FL%`' SL FL St.; FL SL' FL.,• 14 16 ` 18 .432 340 284 432 340 284 472 385 322 472 '385; ,322; 472 413 360 472 413 360 472 413 367 472 413 367 472 413 367 472 413 367 472 413 307 472 413 307 454 413 367 20 235 235_ 268 '268' 300 ..300 330 330 330 330 330 330 330 330 330 330 330 330 330 330 330 330 330 330 330 330 330 330 : 20 22 194 :194 222 222 '183' 249 249` 276 255; 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 ' 22 24. 158 158. 163 369 338 311 209 1'203: 241 241` 264 264 275 275 275 275 275 275 275 275 275 275 275 275 275 275 275 275 275 275 , 24 26 - 129 135 157 157', 179 "r179 204 204 224 =224= 244 244 254 254 254 254 254 254 254 254 254 254 254 254 254 254 254 254 '' 26 28 '06 117 136 '136 155 ',,155• 174 `j'14.' 200 12200 218 '7215 235 235 236 236 236 236 236 236 236 236 236 236 236 236 236 236 28 30 F8 173 113 119 136 4,136,` 152 '152. 169 !'169. 188 ''1188 203 '203 218 218 220 220 220 220 220 220 220 220 220 220 220 220 30 32 : 74 93 95 104 118 '.119 133 133,; 148 i-1,48' 163 ;`63, 184 '>164' 198 198 206 206 206 206 206 206206 130 11- 106 206 206 206 206 206 ',32 34 63 79 81 92 100 105 118 115 131 1,101 144 x.:1 44 157 157 170 ',110 186 186 194 194 194 194 194 194 194 194 194 194 34 36 54 71 69 82 86 94 104 105` 116 116 128 _128 139 139 151 151 162 1772, 174 174 183 183 183 183 183 183 183 183 36" 38 47 02 43 73 74 84 90 94 104 ,404 114 114 125 .425, 135 135-- 145 .145- 156 1156 173 173 173 173 173 173 731 173 38 40 40 0, 53 64 66 79 36 99 95 100 109 ;109' 119 ''1,18; 128 ',128' 137 .1372 146 1'46 157 157 165 165 165 165 '65 165 40 42 46 47 62 58 71 69 79 03 85 97 97 105,105` 114 114 127 127 136,136. 1411141 147 1f47= 157 157 157 ,57 42 .-44' 40 41 54 51 63 61 71 73 79 85 °-.87, 94 ':'94 102 _1024; 110 c410 118 41,11,r 125 t4123, 138 :138; 141 141 150 150 44. , 46_ 36 47 45 57 54 04 64 71 75 78 85 'as- 92 192 1 99 ' 95?: 106 r 106 - 113 tf 113.. 140 126 4,126 133 ':133' 46 481 42 40 52 48 59 57 65 til 71 77 ' 78, 84 ''64''' 91 ' 61.7 97 ,97",' 104 "104= 110 .320 .116` 116 i46 122 1'122 ':487 50 37 48 43 54 51 60 60 66 69 71. 77 '77' 8383" 89 1 89'. 95 95 107 1p,3 106 68 112 .;112 1'50` 52 47 39 50 46 55 54 60 62 66 1'1 71 - 76 176.' 82 . 82 'i 87 98 ,,:98 , 103 :.'103. -' 52 54 38 45 41 50 48 55 566 60 64 65:1 70 '70 75 ,'.751'. 80 50x: 86 'B6I 91 '`91 ` 96 '.98" '54. 56 41 38 46 44 51 51 55 58 60 65 1=66 69 69''=' , 4 74 r r9 ' 79• 84 ' .• 84 89 i 89' , 56 , 58 38 43 40 48 46 52 53 56 60 I 61: 65 , 957' 69 z� 591 , 4 ej 78 7O 83 i' 83 60 '' 41 45 42 49 48 53 54 57 61 a 61` 65 f385~ 69 6T1 , 73 'r3 ; 77 _ 77.. ; ,581._ ,60;` 62 39 43 39 46 44 50 50 54 55 57.' 61 161�,. 65 ',65: 69 `°69: 73 :.73 ;� `, 62 64 40 44 41 47 46 51 51 54 57 SB:,; 61 ,61 65 `,65', 68 `' SB. ' 64 66, 42 38 45 42 48 47 51 53 ,64 58 ••- "- 61 i1'61-: 64 x.,64 ', 66, ,68 ,` 39 43 39 46 44 49 49 52 54 ;:;55;3 58 ;b6 ° 61 ';6j ' ;:•69-: 70 40 43 41 46 45 49 50 52 55 17;55 57 ';'S7: =70 TJST" Series Depth ., 16 18 201 22 ,1 24 -26. -.. - 28 1 'FL .SL 501 601 579 579 520 520 30 , FL=;SL 577 577 560 560 520 520 • .� 32 , FL. SL 553 553 538 538 520 520 - 34 FL SL 528 528 515 515 503 503 . 36 ' FL�,SL_ 507 507 496 496 485 485 ,38 FL.'SL ;40 fL.~SL 469 469 461 461 453 453 , ' 42 FL':SL 449 449 442 442 435 435 44 • „FL,,SL 433 433 427 427 420 420 '.. 46.. , FL:. SL 418 418 412 412 406 406 Depth Span - '44.' .16 - 18 Span FL' .SL 616 FL' SL 638 638 553 553 463 '463 .FL;+SL..PL,'SL 648 648 563 563 496 496 647 647 572 572 504 504 ,FL„'SL•'FL_' 651 651 579 579 511 511 t 626 626 577 577 518 518 14 16 , '18 616 510:612' 401:464: 488 478 469 488 478 469 ,420: ,22, ''24 304 236 188 328 271 228 375 295 234 ;375; '813, 261 423 350 285 {423 35q, ;'255 450 390 328 450 73911' '328 456 412 361 456 412 13511 461 416 379 461 416 379 467 421 383 467 421 383 471 425 387 471 425 387 473 429 391 473 429 391 473 433 394 473 433 394 472 431 399 472 431 399 460 432 397 460 432 397 445 432 399 445 432 399 428 421 397 428 421 397 414 408 399 414 408 399 401 395 390 401 395 390 s.20 ".22 ',24 26 ', '28 ;30 152 125 105 194 167 136 190 156 130 223 192 168 231 190 158 251 217 189 275 226 188 1280 241 210 308 265 221 (308; :266' 1232 337 291 253 337 '491; '253' 352 315 275 35? 315 x'275' 355 328 296 355 328 296 358 331 30! 3511 331 307 361 333 309 361 333 309 364 336 312 364 336 312 367 338 314 367 338 314 369 341 316 369 341 316 370 343 318 370 343 318 371 341 312 371 341 312 369 338 311 369 338 311 ' 26 ' 28 30:: 32 '' ;34 36 88 76 65 112 94 79 110 94 81 146 125 103 133 114 98 85 74 66 166 147 131 111 98 86 159 136 117 101 89 78 185 164 146 131 118 102 186 159 136 118 104 93 204 181 161 145 121 119 215 183 158 137 119 105 '223' 197 176 242 209 180 ;242 .,214 191 260 231 203 :260' :231, '206 279 248 221 279 41248: 421' 289 264 236 289 264 '236 291 273 251 291 273 251 293 274 258 293 274 258 295 276 260 295 276 260 297 278 261 297 278 261 291 272 256 291 272 256 289 270 254 289 270 254 `;32 34 "'36`' 38 '40 42 57 50 44 74 64 50 70 61 54 88 80 71 158 141 129 156 130 120 172 155 140 176 154 135 '185 167 151 198 173 152 '198 '17 212 191 1212 x'191 1'173 225 203 184 ;'225 1208 )184 068 141 238 238 215 :2215 195 1195 I/37T 161 ;163, 144 1,150 245 227 206 245 227 ,2206 246 233 217 246 233 217 241 228 217 241 228 217 239 226 215 230 225 215 ` 38 - 40 42 ”` 162 169 44 46 48 39 44 38 48 43 39 57 50 44 58 52 46 72 63 56 69 61 55 89 78 72 81 72 64 107 94 83 93 83 74 118 108 98 106 94 84 128 II/ 108 120 107 95 86 77 70 138 126 116 107 99 92 134 119 107 96 85 78 148 135 124 115 106 98 149 133 119 :.158 145 133 165 147;.154 131 188 172 158 l,.168. 1,112 ;158 198 181 166 `158; =•1817' '166 206 190 175 206 190 '.175' 204 195 183 204 195 183 44 ,`46 ,48 50 52 '54 39 42 38 49 49 39 49 45 41 61 54 49 58 52 47 74 65 59 66 60 54 87 79 70 76 68 62 99 91 81 107 96 87 122 113 105 118 106 96 130 120 112 130 11- 106 138 127 118 142-'.146 128 .135- 116 125 105 116 96 108 88 101 00 95 74 89 68 84 153 153: 139 1.142' 126 °;f31, 114 122 104 114 95 106 �._ 87 300 80 94 74 88 161 149 136 124 113 103 --_—. 95 87 80 3.161 '149; ',laid: 191281 120 112 105 98 92 169 ;169 156:156' 145 145 ;146. 134 195` 122.126' 111 .317 102 110 94 103 87 97 '150 ;'52 ,:'54 ,56 58- 60..- 62 64 ' 66 56 .58 60 37 44 39, 43 39 53 47 43 43 39 49 45 41 38 62 56 51 46 46 42 56 51 47 43 40 73 66 60 54 52 15 64 85 58 77 5370 49 63 45 59 41 52 71 65 59 54 50 46 91 85 79 72 65 60 79 72 66 63 56 51 98 91 85 80 7.1 68 88 80 73 67 61 57 104 97 90 85 79 75 96 87 80 74 68 62 110 102 96 90 84 79 62 64 66 68 70 35 41 38 38 35 50 46 43 40 56 50 48 4.1 63 57 52 49 70 64 58 53 74 70 63 58 79 74 69 63 83 78 74 69 87 82 80 74 91 86 68 70 1. Va ues shown are maximum allowable load capacities. Open -web trusses will be custom designed to the specified loads. 2. Slrnigh1 line interpolations may be made between depths and spans. 3. Values shown are maximum allowable load capacities of the busses u1 pounds per lineal fool (pll) based on_ • simple span. uniformly loaded conditions. • an assumed 25 ratio of dead load to total load leg.: 30 psi live%10 psI dead).These tables may be non -conservative if the actual ratio is higher than 25%. A more accurate analysis can be obtained by using the TJ -Beam"' software program. • top chord no -notch bearing clips with 2'1.," bearing for TJWT Series or top chord standard bearing clips for TJS' Series. Higher values may be possible with other types of bearing clips. These tables may also be used for bottom chord bearing trusses (maximum bottom chord slope of 1'712") with or without cantilevers at one or both ends. Cantilevers are limited to of the 113(0 span provided the inboard shear for cantilevered conditions is limited to 2.500 lbs. for TJW'" Series or 4,070 lbs. for JS' Series. 5. Values in gray Shaded; areas may be increased 7'9, for 1JW"' Series or 474, for TJS'' Series for repetitive member usage if the criteria on page 9.7 are (net. 6.10 REV. 6197 W • City of Tukwila Department of Community Development December 27, 2013 BRANDON WEBB 2044 CALIFORNIA AVE CORONA, CA 92881 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D13-0376 PACIFIC DENTAL SERVICES - 17420 SOUTHCENTER PY Dear BRANDON WEBB, Jim Haggerton, 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: Dave Larson at 206-431-3678 if you have questions regarding these comments. • 1. The clear space around the toilet fixtures will need to be 60 inches wide from the sidewall to the edge of the vanity with no other fixtures encroaching into this area other than the toilet itself. The area shown appears to be slightly less than 60 inches. 2. The emergency bug eye light fixtures shown on page E-2 may not be enough to comply with section 1006.3.1 of the 2012 IBC. In the lighting symbol legend, under the bug eye symbol, code section 1011.5.3 CBC is referenced. Please change this reference to the IBC code section. It would be best to clearly mark the egress path where emergency lighting is required so that our inspectors will know where to test the intensity of the emergency lighting. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) 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. D13-0376 Kann c .,.ti ... n,,.anm."-a c.,;*n if inn . T„1..";1,, 0Q1QQ 111K_A21_4 A71-1 . F,,,. 1nK_AZ 1_aAocc *PERMIT COORD COPYf PLAN REVIEW/ROUTING SLIP ,PERMIT NUMBER: D13-0376 DATE: 01/22/2014 PROJECT NAME: PACIFIC DENTAL SERVICES SITE ADDRESS: 17420 SOUTHCENTER PY Original Plan Submittal Revision # X Response to Correction Letter # 1 Revision # before Permit Issued after Permit Issued DEPARTMENTS: (/ uilding Division un Public Works Fire Prevention Structural ❑ Planning Division ❑ Permit Coordinator n PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 01/28/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 02/25/14 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 40 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-0376 DATE: 12/16/13 PROJECT NAME: PACIFIC DENTAL SERVICES SITE ADDRESS: 17420 SOUTHCENTER PY X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENT deJAV /IAA A-wC Nle i_cctiE Building Division I Fire Prevention Planning Division pM Public Works I3 Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12/17/13 Complete )k Incomplete n Not Applicable CI Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire ❑ Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: DATE: Structural Review Required ❑ No further Review Required ❑ APPROVALS OR CORRECTIONS: DUE DATE: 01/14/14 Approved n Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only `l CORRECTION LETTER MAILED: Departments issued corrections: Bldg N.. Fire 0 Ping 0 PW ❑ Staff Initials: 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 SUBMITTAL Revision submittals must be submitted in persoi at the Permit Center. Revisions will not be accepted through t e mail, fax, etc. Date: Plan Check/Permit Number: D13-376 ❑ 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: Pacific Dental Services Project Address: 17420 southcenter Py Contact Person: 151sci6clon W$LW /I Phone Number: 9S) ,5g S 75? Summary of Revision: 1, Added e Glee rov►-c& bo k,e,s t%t rot.n d 1 e water (!amt's , alb u,dded imeei5 i(44,s . T' -ewe if b* pure 411411 Co` SSP.af— . Rev- S ie d C 0 C1 Q- +0 I p 0 C .L 6 C a.n S k P'P'% E -a SJe M4ovu 4 Bess V;1�1-Al avt Si/tee-t- —( Sheet Number(s): "- ( E _ 1 "Cloud" or highlight all areas of revision including date of revisio Received at the City of Tukwila Permit Center by: [' Entered in Permits Plus on / ZZ— ( \applications\forms-applications on Ime\revision submittal Created: 8-13-2004 Revised: 4-) TCL PARTNERS CORPORATION. 0 Washington State Department of Labor & Industries • Page 1 of 2 TCL PARTNERS CORPORATION Owner or tradesperson MERISKO, BRIAN JAMES Principals MERISKO, BRIAN JAMES, PRESIDENT SYLVESTER, SCOTT JAMES, VICE PRESIDENT SYLVESTOR, JAMES RAYMOND, VICE PRESIDENT MERISKO, DAVID JAMES, SECRETARY SYLVESTER, SUSAN MARIE, TREASURER MERISKO, CARL WILLIAM, CHIEF FINANCIAL OFFICER SYLESTER, FRANCES MARIAN, AGENT Doing business as TCL PARTNERS CORPORATION WA UBI No. 602 930 767 16000 MILL CREEK BLVD MILL CREEK, WA98012 425-316-3500 SNOHOMISH County Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. TCLPAPC919QD Effective — expiration 11/04/2009— 07/10/2015 Bond American Contractors Indem CO Bond account no. 100087506 Received by L&I 07/10/2009 Insurance Travelers Property Cas Co of A Active. Meets current requirements. $12,000.00 Effective date 11/04/2009 $1,000,000.00 httns://secure.lni.wa.gov/verify/Detail.aspx?UBI=602930767&LIC=TCLPAPC919QD&SAW= 04/30/2014 SEPARATE PERMIT REQUIRED FOR: Methardad vi EleotrI* 114 Plumbing ti,Gas PlpIna City of Tukwila '.0 DIVISION 0. c PARKING LOT EXISTING TO R EXISTING H/C STALLS AND RAMP TO REMAIN 7 H c c EXISTING BUILDING AREA OF WORK TENANT IMPROVEMENT / r SOUTH CENTER P1�WY REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. j EXISTING BUILDING PLAN: SCALE: 1"=20'-0" NORTH imp itEE : VF TRAVEL Permit No. (PP 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 isa, wledged: C BY Date ��` City Of lbkwita BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 222014 PERMIT CENTER THERE WILL BE NO SURGERY, ANESTHESIA NOR MEDICAL GASES ON PREMISES. SHEET INDEX A-0 SITE PLAN / SHEET INDEX / GENERAL NOTES GN GENERAL NOTES/ FIRE NOTES/ PLUMBING NOTES/ ELECTRICAL NOTES A-1 FLOOR PLAN / DEMO PLAN A-1.1 FLOOR FINISH PLAN / ROOM AND MATERIAL SCHEDULE A-2 DETAILS / FINISHES / SCHEDULES A-2.1 ELEVATION DETAILS M-1 MECHANICAL PLAN P-1 PLUMBING PLANS- SEWER/ VENT P-2 PLUMBING PLANS- WATER / VACUUM & AIR E-1 ELECTRICAL POWER PLAN E-2 ELECTRICAL LIGHTING PLAN E-3 MODEL ENERGY CODES / SINGLE LINE H-1 HANDICAP / ADA NOTES REVIEWED FOR CODEcoMPLIANCE APPROVED FEB 6 201 City of BUILDING ria 1S1ON PROJECT INFORMATION 3,538 S.F. OCCUPANCY GROUP: B / 1 STORY, TYPE VB / FULLY-SPRINKLERED SQUARE FOOTAGE SUMMARY: OFFICE AREA:, 3,485 S.F. DIV 100= 34.85= 35 OCCUPANTS STORAGE AREA: 53 DIV 300 = .17 = 1 OCCUPANT TOTAL OCCUPANCY LOAD: 36 OCCUPANTS (18 MALE/ 18 FEMALE) EXIT WIDTH= 36 OCCUPANTS X .2 =7.2 (8) INCHES REQUIRED / 36" PROVIDED 1 EXITS REQUIRED - 2 EXITS PROVIDED 1 MALE TOILET / 1 FEMALE TOILET REQUIRED AND PROVIDED THIS PROJECT SHALL CONFORM TO ALL CURRENT CODES ADOPTED BY LOCAL CIVIC AUTHORITIES INCLUDING -2012 IBC -2012 IMC -2012 UPC -2008 NEC -2012 IFC -2012 WASHINGTON STATE ENERGY CODE - ICC/ANSI A117.1-09 DESIGN, INSTALLATION AND PLAN APPROVAL OF FIRE SPRINKLERS SHALL BE APPROVED BY THE LOCAL FIRE DEPARTMENT PRIOR TO INSTALLATION, UNDER SEPARATE PERMIT. FIRE SPRINKLERS AND ANY ALARM MONITORING SYSTEM WORK SHALL BE A DEFERRED SUBMITTAL. DESIGN, INSTALLATION AND PLAN APPROVAL OF SIGNAGE WILL BE A DEFERRED SUBMITTAL GENERAL NOTES 1. THE ALTERATION PORTION OF THE PROJECT MUST FULLY COMPLY WITH IBC, CHAPTER 11-B. 2. NOT USED 3. DIMENSIONS ARE FRAMING DIMENSIONS, U.N.O. 4. THERE WILL BE NO MEDICAL GASES ON PREMISES. 5. CONTRACTOR TO REFERENCE FIXTURIZATION CONSTRUCTION MANUAL FOR ADDITIONAL` INFORMATION REGARDING DENTAL OFFICE INTERIOR - MATERIALS, FINISHES, FIXTURES AND EQUIPMENT. 6. ALL WORK, MATERIALS, METHODS, ETC., SHALL CONFORM TO ALL GOVERNING BUILDING CODES,ORDINANCES, REGULATIONS AND AGENCIES. 7. ALL WORK; SHALL CONFORM TO THE ICCANSI A117 STANDARD , AND SHALL BE ACCESSIBLE TO, AND USABLE BY, THE PHYSICALLY HANDICAPPED AS REQUIRED BY ALL APPLICABLE CODES, INCLUDING ANY SPECIAL LOCAL ORDINANCE. 8. WORKING DRAWINGS AND SPECIFICATIONS ARE MUTUALLY EXTENSIVE, AND WHAT IS REQUIRED BY ONE IS REQUIRED BY THE OTHERS. THERE IS NO PRECEDENCE INTENDED OR IMPLIED BETWEEN DRAWINGS AND SPECIFICATIONS- IN THE EVENT OF A CONFLICT, THE ARCHITECT WILL BE THE INTERPRETER. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS THEREON BEFORE COMMENCING THE WORK. REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO PROCEEDING. 10. DRAWINGS ARE DIAGRAMMATIC AND SHOULD NOT BE SCALED. ADDITIONAL DATA SHALL BE FROM THE ARCHI e T THROUGHOUT WRITTEN CLARIFICATION. VERIFY ALL EXISTING CONDITIONS, ELEVATIONS, AND ,,.DIMENSIONS BEFORE PROCEEDING WITH ANY PORTION OF THE WORK. ABBREVIATIONS: A.F.F. ABOVE FINISH FLOOR ABV. ABOVE EQ. GA GYP. H.C. MAX. MIN. MTL O.C. O.P. SIM. EQUAL GAGE GYPSUM (BOARD) HOLLOW CORE MAXIMUM MINIMUM METAL ON CENTER OPERATORY SIMILAR TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE PROPERTY MANAGER: KIMCO PHONE- 425-373-3511 CONTACT- CARMEN DECKER EMAIL- cdecker@kimco.com ARCHITECT: PDSI 2044 CALIFORNIA AVE CORONA, CA 92881 PHONE - 951-582-5745 FAX- 714-388-3951 CONTACT - JULIE A. MARGETICH BID INQUIRIES: PDSI 2044 CALIFORNIA AVE CORONA, CA 92881 PHONE - 951-582-5746 FAX- 714-388-3951 CONTACT - CHERYL RINKER VICINITY MAP NOT TO SCALE PRO SITE CORRECTION LTO# S 180TH ST (177) NORTH the plans, Ideas, arrangements end designs Indicated or represented by this drawing are owned by, and are the property of PACIFIC DENTAL SERVICES, INC, end were seated end developed solely for use an, and In connection with this epedfc project, and shall not be used, In whole or In pert, for any purpose for which they were not odginally Intended without written permission horn PACIFIC DENTAL SERVICES, INC . 2013. OFFICE 350 BID SET ISSUE: FOR CONSTRUCTION SET ISSUE: DATE REVISION TENANT IMPROVEMENT U� W U O� J Z < O—w D w U Z o ti C1 1100 OC °OLU CZE 03 D -. .. o >ce 17.7 SHEET TITLE TITLE SHEET SITE PLAN DRAWN TE CHECKED JAM/BW DATE 10-29-13 SUB DATE 12-23-13 PROJECT NO. TUK_WA/#350 SHEET NO. GENERAL NOTES: 1. NO FIRE SPRINKLER MATERIAL OR EXTERIOR WALL/STOREFRONT MATERIALS SHALL BE DELIVERED TO THE JOB SITE, INSTALLATION COMMENCED OR INSPECTION CONDUCTED, UNTIL WRITTEN CITY PLAN CHECK APPROVAL IS ISSUED, WHEN APPLICABLE 2. IN NO CASE SHALL DIMENSIONS BE SCALED FROM DRAWINGS. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS IN THE FIELD BEFORE PROCEEDING WITH SUBSEQUENT WORK. ANY DISCRIPANCIES BETWEEN CONDITIONS INDICATED AND ACTUAL FIELD CONDITIONSSHALL BE BROUGHT TO THE ARCHITECTS ATTENTION FOR CLARIFICATION PRIOR TO PROCEEDING. F12. 3. DIMENSION POINT FOR DIMENSIONS ON ARCHITECTURAL DRAWINGS SHALL BE INTERPRETED AS FOLLOWS: - BUILDING SHELL- FACE OF CONCRETE (F.O.C.), F13. - FACE OF CONCRETE MASONRY UNIT (F.O.M) - FACE OF SHEATHING (F.O.S.) F14. - INTERIOR- FACE OF FRAMING (F.O.F.) - FINISH FLOOR ELEVATIONS ARE TO TOP OF CONCRETE SLAB, UNLESS OTHERWISE NOTED. F15. - CEILING HEIGHT DIMENSIONS ARE FINISHED SURFACES, UNLESS OTHERWISE NOTED. 4. ALL SYMBOLS AND ABBREVIATIONS USE ON THE DRAWINGS ARE CONSIDERED F16. TO BE CONSTRUCTION STANDARDS. ANY QUESTIONS REGARDING THE EXACT MEANING OF A SYMBOL OR ABBREVIATION SHALL BE BROUGHT TO THE DESIGNER'S ATTENTION FOR CLARIFICATION. 5. DETAILS MARKED 'TYPICAL' SHALL APPLY IN ALL CASES UNLESS SPECIFICALLY INDICATED OTHERWISE F17. 6. PROVIDE PEDESTRIAN PROTECTION AS REQUIRED BY CURRENT ADOPTED EDITIONS OF ALL CODES ENFORCED BY ALL AGENCIES HAVING JURISDICTION. F18. 7. THE GENERAL CONTRACTOR SHALL PROVIDE PUBLIC PROTECTION THRU ALL PHASES OF THE WORK AS NECESSARY AND REQUIRED BY THE CITY OF TUKWILA. 8. CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF ALL OF MECHANICAL F19. AND ELECTRICAL PADS AND BASES AS WELL AS POWER AND/OR WATER AND OR/DRAIN REQUIREMENTS WITH EQUIPMENT MANUFACTURES BEFORE F20. PROCEEDING WITH WORK. 9. PROVIDE UNFACED INSULATION WHERE INDICATED AND AS OTHERWISE REQUIRED TO EFFECTIVELY SEPARATE ALL CONDITIONED SPACES FROM NON -CONDITIONED SPACES EXCEPT AS OTHERWISE NOTED. PROVIDE R-19 INSULATION VERTICALLY AND R-30 IN INSULATION HORIZONTALLY, TYPICAL F21. UNLESS OTHERWISE NOTED. PROVIDE REFLECTIVE VAPOR BARRIER FACED INSULATION WHERE INSULATED F22. SPACES WILL REMAIN EXPOSED AND ACCESSIBLE IN COMPLETED CONSTRUCTION. INSULATION MUST BE APPROVED BY BUILDING AND FIRE F23. DEPARTMENTS PRIOR TO INSTALLATION. 10. FURNISH AND INSTALL EMERGENCY LIGHTING AS SPECIFIED AND INDICATED F24. BUT IN NO CASE SHALL THE LIGHT BE LESS THAN ONE FOOT CANDLE AT FLOOR LEVELS IN ALL EXIT CORRIDORS. 11. GLASS AND GLAZING SUBJECT TO HUMAN IMPACT SHALL COMPLY WITH ALL APPLICABLE REQUIREMENTS OF CURRENTLY ADOPTED EDITIONS OF ALL CODES ENFORCED BY ALL AGENCIES HAVING JURISDICTION. 12. TOILET ROOMS SHALL BE PROVIDED WITH A VERTICAL DUCT NOT LESS THAN 100 SQUARE INCHES IN AREA FOR THE FIRST WATER CLOSET PLUS 50 ADDITIONAL SQUARE INCHES FOR EACH ADDITIONAL WATER CLOSET OR A MECHANICALLY OPERATED EXHAUST SYSTEM CAPABLE OF PROVIDED A COMPLETE CHANGE OF AIR EVERY 15 MINUTES. SUCH MECHANICALLY OPERATED SYSTEM SHALL BE CONNECTED DIRECTLY TO THE OUTSIDE, AND TO THE POINT OF DISCHARGE SHALL BE AT LEAST 3 FEET FROM ANY OPENING WHICH ALLOWS AIR ENTRY IN TO OCCUPIED PORTIONS OF THE BUILDING. 13. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL PROVIDE SOLID BLOCKING AS REQUIRED FOR NAILING OR BOLTING OF ALL INTERIOR AND EXTERIOR TRIM, FINISHES, HANDICAPPED GRAB BARS, TOILET PARTITIONS, ETC., AND SHALL COORDINATE AND PROVIDE ALL FRAMING AND BRACING AS NECESSARY FOR THE INSTALLATION OF N.I.C. EQUIPMENT INDICATED. 14. KEEP ALL PIPING AS CLOSE TO THE WALLS AND AS NEAR TO UNDERSIDE OF ROOF FRAMING AS POSSIBLE. 15. WHERE LARGER STUDS ON FURRING IS REQUIRED TO COVER DUCTS, PIPING, CONDUIT, ETC., THE LARGER SIZE STUD ON FURRING SHALL EXTEND THE FULL LENGTH OF SURFACE WHERE SAID FURRING OCCURS. 16. THE CONTRACTOR IS RESPONSIBLE FOR PRODUCTION A WEATHER TIGHT BUILDING- DETAIL AND OMISSIONS FROM DRAWINGS NOT WITHSTANDING. ALL DRAWING CONFLICTS OR CONDITIONS CONTRARY TO THE CREATION OF A WEATHER TIGHT BUILDING ARE TO BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE DESIGNER. IF A CONFLICT AMONG CONSTRUCTION DRAWINGS SHOULD OCCUR THE LARGEST SCALE DRAWINGS SHALL GOVERN. FIRE F1. FURNISH AND INSTALL FIRE EXTINGUISHER CABINET AND PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2A 10 BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING ON EACH FLOOR, OR AS REQUIRED BY FIRE DEPARTMENT FIELD INSPECTOR. FURNISH AND INSTALL PORTABLE FIRE EXTINGUISHER WITH A RATING NOT LESS THAN 20 BC IN ALL MECHANICAL AND ELECTRICAL ROOMS. EXTINGUISHER LOCATIONS AND RATINGS TO BE DETERMINED BY THE FIRE INSPECTOR.. F2. AN APPROVED FIRE ALARM WARNING SYSTEM WILL BE FURNISHED AND INSTALLED BY THE CONTRACTOR AS SPECIFIED AND INDICATED ON 'DESIGN -BUILD' DOCUMENTS SUBMITTED SEPARATELY. F3. ROOFING SYSTEM SHALL BEAR U.L. LISTING AS CLASS 'A' SYSTEM. ALL MANUFACTURE MATERIALS USED SHALL BEAR THE APPROPRIATE U.L. LABEL. F4 STORAGE OF VOLATILE FLAMMABLE SHALL NOT BE ALLOWED IN GROUP B OCCUPANCIES. THE HANDLING, USE AND STORING OF FLAMMABLE LIQUIDS SHALL COMMONLY WITH THE PROVISIONS OF ALL CODES OF THE UNIFORM FIRE CODE. F5. FIRE DEPARTMENT FINAL INSPECTION IS REQUIRED. SCHEDULE ALL INSPECTION S 72 HRS IN ADVANCED BY CALLING THE LOCAL FIRE DEPARTMENT. F6. ALL EXIT DOOR SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT AND MUST SWING IN THE DIRECTION OF EXIT OVER A LANDING NO MORE THAN 1/2" BELOW THRESHOLD. EXIT CORRIDOR DOOR IN ANY POSITIONS SHALL NOT REDUCE THE WIDTH OF THE EXIT CORRIDOR TO LESS THAN 32". VISIBLE EXTERIOR EXIT DOORS SHALL HAVE A SIGN HAVING NOT LESS THAN 1" LETTERS STATING 'THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS. F7. EXIT DOORS SHALL BE MARKED SO THAT THEY ARE READILY DISTINGUISHABLE FROM THE ADJACENT CONSTRUCTION. F8. PROVIDE SELF -RELEASING LOCKING DEVICES (PANIC HARDWARE) ON EMERGENCY EXIT DOORS. F9. 'EXIT' SIGNS SHALL BE IN BLOCK LETTERS A MINIMUM OF SIX (6) INCHES HEIGHT WITH A STROKE OF NOT LESS THAN 3/4" THICK. LUMINANCE ON FACE OF SIGN SHALL BE 50 LUX. 'EXIT' SIGNS SHALL BE ELECTRICALLY ILLUMINATED AND ENERGIZED FROM SEPARATE CIRCUITS, AND ONE OF THE ABOVE CIRCUITS SHALL BE PART OF THE EMERGENCY LIGHTING SYSTEM. EXIT SIGNS SHALL BE PROVIDED IN ACCORDANCE WITH IBC CHAPTER 10 AND LOCAL FIRE CODE. F10. F11. EXIT CORRIDORS SHALL BE OF ONE-HOUR CONSTRUCTION WITH DOOR OPENINGS PROTECTED WITH 20 MINUTE SELF CLOSING AND LATCHING ASSEMBLIES AND SMOKE SEALS. AUTOMATIC SPRINKLER SYSTEMS SERVING MORE THAN 100 SPRINKLERS SHALL BE SUPERVISED BY AN APPROVED CENTRAL, PROPRIETARY, OR REMOTE STATION SERVICE OR A LOCAL ALARM WHICH WILL GIVE AN AUDIBLE SIGNAL AT CONSTANTLY ATTENDED LOCATION, WHEN APPLICABLE. EXIT CORRIDORS SHALL HAVE WALLS, PARTITIONS AND CEILING FINISH DOWN THE CORRIDOR SIDE AS REQUIRED FRO ONE HOUR FIRE RESISTIVE CONSTRUCTION. 1 -HOUR SEPARATION WALL SHALL CONSIST OF 5/8" TYPE 'X' DRY WALL TAPED AND CEMENTED ON BOTH SIDE OF WALL FROM FLOOR TO ROOF SHEATHING. COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE PREMISES WHENEVER PRACTICAL (I.E. AT THE END OF THE DAY) COMBUSTIBLE SHALL NOT BE BURNED ON THE SITE. A TELEPHONE UNE SHALL BE INSTALLED AND IN SERVICE PRIOR TO STORAGE OF COMBUSTIBLE ON SITE. THE SITE ADDRESS AND FIRE DISTRICT EMERGENCY NUMBER SHALL BE POSTED ADJACENT TO THE PHONE. DRAWINGS SHALL INDICATE THE LOCATIONS WHERE PORTABLE FIRE EXTINGUISHERS SHALL BE MOUNTED 42" TO 60" FROM THE FINISHED FLOOR TO THE TOP OF THE FIRE EXTINGUISHER. FIRE EXTINGUISHERS SHALL BE TAGGED BY A QUALIFIED FIRE PROTECTION COMPANY LICENSED BY THE OFFICE OF THE STATE MARSHALL. EXIT WAYS SHALL BE ILLUMINATED ANYTIME THE BUILDING IS OCCUPIED, WITH LIGHT INTENSITY OF NOT LESS THAN ONE FOOT-CANDLE AT FLOOR LEVEL. THE BUILDING ADDRESS SHALL BE A MINIMUM HEIGHT (SEE ELEVATIONS) AND CONTRASTING WITH THE BACKGROUND AND IS VISIBLE AND LEGIBLE FROM THE STREET OR ROADWAY FRONTING THE PROPERTY. AN APPROVED AND SIGNED SET OF CONSTRUCTION PLANS SHALL BE KEPT ON THE PREMISES AT ALL TIME WORK IS IN PROGRESS. HIGH PILED COMBUSTIBLE STOCK, (COMBUSTIBLE MATERIALS IN CLOSELY PACKED PILES MORE THAN 15 FEET IN HEIGHT OR ON PALLETS IN RACKS OF MORE THAN 12 FEET HEIGHT, RUBBER TIRES, PLASTICS, AND SOME FLAMMABLE LIQUIDS MORE THAN SIX FEET IN HEIGHT) SHALL COMPLY WITH THE UNIFORM FIRE CODE AND THE N.F.P.A. REGULATIONS. FIRE SPRINKLER SYSTEMS TO BE TIED IN TO AN ALARM SYSTEM PER 904. (WHEN APPLICABLE) FIRE EXTINGUISHER REQUIREMENTS SHALL BE DETERMINED BY THE FIELD INSPECTOR AND FIRE CODE SECTION 1002. VEHICULAR ACCESS MUST BE PROVIDED AND MAINTAINED SERVICEABLE THROUGHOUT CONSTRUCTION. PROVIDE EXIT SIGNS PER SECTION 1011. WALL TYPES W1. W2. W3. W4. W5. W6. W7. W8. A. ALL METAL FRAMING MEMBERS SHALL BE SO ARRANGED AND SPACED AS TO PERMIT INSTALLATION OF PIPE CONDUITS AND DUCT WORK WITH A MINIMUM OF CUTTING. CONTRACTOR SHALL FURNISH AND INSTALL ALL STIFFENERS, BRACES, BACK-UP PLATES AND SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF ALL WALL MOUNTED OR SUSPENDED MECHANICAL, ELECTRICAL OR MISCELLANEOUS FIXTURES AND EQUIPMENT. DUCTS PENETRATING STUD WALLS OR SHAFT WALLS SHALL BE PROVIDED WITH NECESSARY FRAMES, BRACING AND SEALANT AS REQUIRED TO INSURE SOUND SEPARATION BETWEEN ADJACENT SPACES. INSTALL METAL CORNER BEADS AT ALL EXPOSED WALLBOARD EDGES. INSTALL METAL CASING BEADS WHEREVER WALL BOARD ABUTS A DISSIMILAR FINISH MATERIALS AND PROVIDE CAULKING AS REQUIRED. INSTALL METAL CORNER BEADS AT ALL EXPOSED WALLBOARD EDGES. INSTALL METAL CASING BEADS WHEREVER WALLBOARD ABUTS A DISSIMILAR FINISH MATERIALS AND PROVIDE CAULKING AS REQUIRED. GYPSUM BOARD SHALL BE 5/8" THICK, TYPE 'X' WHERE INDICATED OR REQUIRED AND WATER RESISTANT WHERE SPECIFIED OR INDICATED. ALL STUD WALLS, INCLUDING GYPSUM BOARD, SHALL SPAN VERTICALLY FORM THE FLOOR TO THE UNDERSIDE OF THE STRUCTURE ABOVE, UNLESS OTHERWISE NOTED. FURNISH AND INSTALL ACCESS DOORS, FIRE DAMPERS, ETC. IN CEILING AND WALL CONSTRUCTION LOCATED AS REQUIRED BY MECHANICAL, PLUMBING AND ELECTRICAL WORK AND AS APPROVED BY THE ARCHITECT. PROVIDE RATED ASSEMBLIES IN RATED WALLS AND CEILINGS. EXCEPT WHERE REFERENCED STANDARDS ARE MORE STRINGENT, FRAME DOOR OPENINGS AS INDICATED BELOW. ATTACH VERTICAL STUDS AT JAMBS WITH SCREWS EITHER DIRECTLY TO FRAMES OR TO JAMB ANCHOR CLIPS ON DOOR FRAMES; INSTALL RUNNER TRACK SECTION AT HEAD AND SECURE TO JAMB STUDS. SINGLE DOORS LESS THAN 4'-0" WIDE - ONE (1) 20 GA. STUD B. TOILET ROOM DOORS, DOORS 4'-0" WISE AND DOUBLE DOORS- TWO (2) GA STUDS RESTROOMS R1. R2. R3. R4. SEPARATE SANITARY FACILITIES SHALL BE PROVIDED FOR EACH SEX WHEN THE NUMBER OF EMPLOYEES EXCEEDS FOUR. PLUMBING FACILITIES SHALL BE PROVIDED IN ACCORDANCE WITH CHAPTER 29. ALL TOILET ROOMS SHALL BE VENTILATED WITH 5 AIR CHANGED PER HOUR BY MECHANICAL MEANS. PROVIDE ADEQUATE CONCEALED BLOCKING AND ANCHORING FOR ALL CEILING AND WALL MOUNTED EQUIPMENT, HARDWARE AND ACCESSORIES. ALL RESTROOM WALLS AND THE WALLS OF ANY OTHER ROOM CONTAINING WATER SOURCES SHALL BE FINISHED WITH CEMENT BACKING BOARD (OR EQUAL), FULL HEIGHT OF THE WALLS. CONSTRUCTION INSPECTIONS CI -1 GENERAL CONTRACTOR SHALL PROVIDE AND COORDINATE ALL INSPECTIONS NECESSARY FOR CONSTRUCTION ACCORDING TO THE CITIES REQUIREMENTS. MILLING M-1 ALL MILLWORK, COUNTERS AND CABINETS TO BE CAULKED TO WALL. COLOR TO MATCH WALL COLOR. MECHANICAL GENERAL NOTES 1. COORDINATE ENTIRE INSTALLATION OF THE HVAC SYSTEM WITH THE WORK OF ALL OTHER TRADES PRIOR TO ANY FABRICATION OR INSTALLATION. PROVIDE ALL FITTINGS, OFFSETS AND TRANSITIONS AS REQUIRED FOR A COMPLETE WORKABLE INSTALLATION 2. COORDINATE THE LOCATIONS OF ALL CEILING DIFFUSERS, REGISTERS AND GRILLES WITH THE ARCHITECTURAL REFLECTIVE CEILING PLAN. ELECTRICAL LIGHTING LAYOUT AND ARCHITECTURAL ROOM ELEVATIONS. 3. COORDINATE THE LOCATION OF ALL ROOF OPENINGS AND THE LOCATION OF ALL ROOF MOUNTED EQUIPMENT WITHOUT THE STRUCTURAL AND ARCHITECTURAL PLANS PRIOR TO ANY INSTALLATION. PROVIDE THE EQUIPMENT WEIGHTS AND PLATFORM AND CURB SIZES 4. PLATFORMS, CURBS AND FLASHINGS FOR MECHANICAL EQUIPMENT SHALL BE AS INDICATED ON THE STRUCTURAL AND ARCHITECTURAL PLANS UNLESS NOTED OTHERWISE 5. ALL EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. PROVIDE ALL FITTINGS, TRANSITIONS, DAMPERS, VALVES AND OTHER DEVICES REQUIRED FOR A COMPLETE WORKABLE INSTALLATION 6. MAINTENANCE LABEL SHALL BE AFFIXED TO ALL MECHANICAL EQUIPMENT AND A MAINTENANCE MANUAL SHALL BE PROVIDED FOR THE OWNER'S USE 7. ALL LINE VOLTAGE WIRING SHALL BE INSTALLED IN CONDUIT. ALL CONDUIT AND LINE VOLTAGE WIRING, INCLUDING FINAL CONNECTIONS, SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR AS INDICATED ON THE ELECTRICAL DRAWINGS OR SPECIFIED IN THE ELECTRICAL SECTION OF THE SPECIFICATIONS. ALL ELECTRICAL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE CODES AND REGULATIONS OF ALL GOVERNING BODIES HAVING JURISDICTION 8. ALL THERMOSTATS SHALL BE OF THE ELECTRONIC, PROGRAMMABLE, AUTOMATIC CHANGEOVER TYPE TO SEQUENCE HEATING OR COOLING SET POINT RANGE SHALL BE 10 DEGREES F. BETWEEN FULL HEATING AND COOLING THEY SHALL HAVE CAPABILITY OF TERMINATING ALL HEATING AT A TEMPERATURE NO MORE THAN 70 DEGREES F. AND COOLING AT A TEMPERATURE NOT LESS THAT 78 DEGREES F. ADJUSTABLE TEMPERATURE DIFFERENTIAL SHALL BE 1-1/2 DEGREES F. CONTROL LIMITS SHALL BE FROM 55 DEGREES F. TO 85 DEGREES F. MOUNT AT 48 INCHES ABOVE FLOOR OR AS REQUIRED BY LOCAL AUTHORITIES OR HANDICAP CODES. 9. DUCTWORK HANDLING CONDITIONED AIR SHALL BE INSULATED OR LINED. SUPPLY DUCT INSULATION SHALL BE 2" THICK, 3/4" LB/CUFT. DENSITY. RETURN DUCT INSULATION SHALL BE 1" THICK 3/4, LB/CUFT. DENSITY. ALL DUCT SIZES ARE SHEET METAL SIZES. ALL DUCT JOINTS SHALL BE SEALED PER U.M.C. CHAPTER 6 REQUIREMENTS 10. MANUAL VOLUME DAMPERS SHALL BE PROVIDED IN ALL DUCT BRANCHES TO INDIVIDUAL DIFFUSERS, GRILLES AND REGISTERS 11. ALL EQUIPMENT, DUCTS, PIPING AND OTHER DEVICES AND MATERIALS INSTALLED OUTSIDE OF THE BUILDING OR OTHERWISE EXPOSED TO THE WEATHER SHALL BE COMPLETELY WEATHER -PROOFED 12. PROVIDE TWO INCH (2") THICK FARR 30/30 THROWAWAY FILTERS FOR ALL AIR CONDITIONING UNITS. SIZE AS RECOMMENDED BY THE MANUFACTURER, UNLESS OTHERWISE SPECIFIED 13. ALL DIMENSIONS SHOWN ON THESE PLANS ARE APPROXIMATE AND MUST BE CONFIRMED ON SITE 14. ALL ROOF MOUNTED EQUIPMENT SHALL BE LABELED AS TO THE SPACE IT SERVES REVIEWED FOR CODE COMPLIANCE APPROVED FEB 06 2014 City of Tukwila BUILDING DIVISION PLUMBING GENERAL NOTES 1. BEFORE COMMENCEMENT OF WORK THE CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS, ELEVATIONS AND CHARACTERISTICS OF ALL UTILITIES AND PIPING OF WHICH HE IS TO CONNECT AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR PROBLEMS 2. EXACT LOCATIONS AND MOUNTING HEIGHTS OF ALL PLUMBING FIXTURES SHALL BE OBTAINED FROM THE ARCHITECTURAL DRAWINGS 3. ALL SUSPENDED PIPING SHALL BE PROVIDED WITH LATERAL SWAY BRACING PER 8 M.A.C.N.A. GUIDELINES FOR SEISMIC RESTRAINTS 4. ALL PLUMBING WORK SHALL BE INSTALLED TO AVOID INTERFERENCE WITH ELECTRICAL AND MECHANICAL EQUIPMENT AND STRUCTURAL FRAMING 5. ALL CLEAN OUTS SHALL BE INSTALLED WHERE EASILY ACCESSIBLE THE CONTRACTOR SHALL COORDINATE ALL CLEAN OUT LOCATIONS WITH ALL EQUIPMENT, CABINETS ETC. AND THE ARCHITECT PRIOR TO ANY INSTALLATION. PROVIDE CLEAN OUTS PER U.P.C. SECTION 709 AND 719 6. ALL PLUMBING FIXTURE VENTS TO TERMINATE A MIN. OF 12 INCHES FROM ANY VERTICAL SURFACE AND 10 FEET FROM ANY OUTSIDE AIR INTAKE AND UP TO TOP OF PARAPET WALL 7. BEFORE FABRICATION OR INSTALLATION THIS CONTRACTOR SHALL VERIFY EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT AND EQUIPMENT PROVIDED UNDER ANOTHER SECTION OF SPECIFICATIONS. EXACT ROUGH -IN LOCATIONS AND REQUIREMENTS SHALL BE COORDINATED IN THE FIELD 8. ALL POINTS OF CONNECTION SHALL BE COORDINATED WITH THE GENERAL CONTRACTOR ALL FINAL CONNECTIONS TO SITE PIPING SHALL BE MADE BY THE PLUMBING CONTRACTOR 9. PIPING THROUGH FIRE RATED WALLS SHALL BE PER U.L. FIRE RESISTANCE SYSTEM NO. WL1001. SEE ARCHITECTURAL PLANS FOR WALL LOCATIONS. 10. CONTRACTOR SHALL PROVIDE 6 BOUND COPIES OF SUBMITTAL DATA ON ALL FIXTURES, MATERIALS AND EQUIPMENT. A LIST OF NAMES IS NOT A VALID SUBMITTAL ALL ITEMS NOT SUBMITTED SHALL BE AS SPECIFIED ON PLANS 11. ALL WASTE PIPING SHALL SLOPE AT 2% AND ALL CONDENSATE DRAIN PIPING SHALL SLOPE AT MINIMUM 1% 12. IF SITE SOILS ARE CORROSIVE THE CONTRACTOR SHALL PROVIDE ALL THE PROTECTION FOR UNDERGROUND PIPING AS RECOMMENDED BY THE SOILS ENGINEER VERIFY ALL REQUIREMENTS PRIOR TO BID 13. SEE ARCHITECTURAL DRAWINGS FOR HANDICAP FIXTURE LOCATIONS AND MOUNTING HEIGHTS. INSULATE ALL EXPOSED HOT WATER AND DRAIN PIPING BELOW HANDICAP LAVATORIES AND SINKS WITH PRO -WARP INSULATION KIT BY MCQUIRE AND OFFSET P -TRAPS AGAINST WALL. ALL WATER CLOSET AND URINAL FLUSHING LEVERS SHALL BE TO WIDE SIDE OF STALL 14. GUARANTEES (ALSO SEE GENERAL CONDITIONS) 14.1. CONTRACTOR SHALL GUARANTEE THE ENTIRE PLUMBING AND PIPING SYSTEMS UNCONDITIONALLY FOR A PERIOD OF ONE (1) YEAR AFTER FINAL ACCEPTANCE. IF, DURING THIS PERIOD, ANY MATERIALS, EQUIPMENT OR ANY PART OF THE SYSTEM FAIL TO FUNCTION PROPERLY, THE CONTRACTOR SHALL MAKE GO THE DEFECTS PROMPTLY AND WITHOUT ANY EXPENSE TO THE OWNER 14.2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO ANY PART OF THE PREMISES CAUSED BY LEAKS IN PIPELINES OR EQUIPMENT FURNISHED AND INSTALLED UNDER THIS SECTION FOR A PERIOD OF ONE (1) YEAR AFTER DATE OF ACCEPTANCE OF HIS WORK 14.3. ALL EQUIPMENT AND FIXTURES SHALL CARRY MANUFACTURER'S WARRANTY AGAINST DEFECTIVE PARTS OR POOR WORKMANSHIP AND SHALL NOT BE LESS THAN ONE (1) YEAR. SEE SPECIFIC EQUIPMENT SPECIFICATIONS FOR EXTENDED WARRANTY REQUIREMENTS. ELECTRICAL GENERAL NOTES 1. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, INSURANCE, EQUIPMENT, INSTALLATION, CONSTRUCTION TOOLS, TRANSPORTATION, ETC. FOR A COMPLETE INSTALLATION AND PERFORM ALL STARTUP OF EQUIPMENT FOR A OPERATIONS NECESSARY OR INCIDENTAL TO PROPER EXECUTION AND COMPLETION OF ALL "ELECTRICAL WORK" WHETHER SPECIFICALLY MENTIONED OR NOT. MATERIALS AND EQUIPMENT PROVIDED BY OWNER WILL BE AS SPECIFICALLY NOTED. THIS SHALL INCLUDE TEMPORARY POWER FOR CONSTRUCTION. 2. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN PERFECT CONDITION WHEN INSTALLED AND SHALL BE OF THE BEST GRAE AND OF THE SAME MANUFACTURER THROUGHOUT FOR EACH CLASS OR GROUP OF EQUIPMENT. MATERIALS SHALL BE LISTED AND APPROVED BY UNDERWRITERS LABORATORY AND SHALL BEAR THE INSPECTION LABEL U.L. WHERE SUBJECT TO SUCH APPROVAL. NON UL EQUIPMENT SHALL HAVE THIRD PARTY CERTIFICATION AS APPROVED BY THE BUILDING DEPARTMENT 3. ALL WIRING SHALL BE IN METALLIC CONDUIT. RIGID GALVANIZED CONDUIT SHALL BE USED IN OR UNDER CONCRETE SLABS ON GRAD WHERE EXPOSED TO WEATHER AND WHERE SUBJECT TO MECHANICAL DAMAGE. PVC SCHEDULE 40 IN CONCRETE OR SLURRY MAY BE USED. E.M.T. CONDUIT SHALL BE USED FOR INTERIOR WIRING WHERE NOT SUBJECT TO MECHANICAL DAMAGE. FLEXIBLE CONDUIT SHALL BE USED WHERE THE STRUCTURAL CONDITIONS MAKE THE USE OF E.M.T. IMPRACTICABLE AND FOR SHORT CONNECTIONS TO LIGHTING FIXTURES AND WEATHERPROOF VIBRATING EQUIPMENT. USE NEOPRENE JACKETED FLEXIBLE CONDUIT AND FITTINGS WHERE EXPOSED TO WEATHER 4. ALL CONDUCTORS SHALL BE COPPER AND REATED 600 VOLTS. SIZES NO. 8 AWG AND LARGER SHALL BE STRANDED AND NO. 10 AWG AND SMALLER SHALL BE SOLID, USE TYPE THHN/THWN/THW. 5. ALL CONDUIT PENETRATIONS THROUGH FIRE -RATED FLOOR SLABS, SHAFT AND WALLS SHALL BE SEALED AGAINST THE SPREAD OF FIRE OR SMOKE WITH APPROVED CABLE AND CONDUIT FIRE STOPS OR FIRE-RESISTANT SEALANT TO GIVE THE EQUIVALENT FIRE RATING BEFORE THE PENETRATION 6. VERIFY EXACT LOCATIONS AND MOUNTING HEIGHTS OF ALL OUTLETS WITH ARCHITECT AND OWNER PRIOR TO ROUGH -IN (MINIMUM HEIGHT TO BE +15" TO CENTER LINE) 7. PROVIDE NYLON PULL WIRES IN ALL TELEPHONE AND EMPTY CONDUITS 8. PROVIDE SEPARATE GROUND WIRE IN ALL FLEX CONDUITS AND NONMETALLIC CONDUITS. METALLIC SEALTITE WITH GROUND RATING STAMPED ON HE INSULATION MAYBE USED 9. THE CONTRACTOR SHALL MAINTAIN THE UNIFORMITY AND CONTINUITY OF THE GROUNDING SYSTEM 10. E.C. SHALL VERIFY UTILITY COMPANY'S REQUIREMENT ON UTILITY'S CONDUIT, CABLE, VAULTS, HANDHOLE, ROUTING, UGPS, METER AND OTHER REQUIREMENTS AND INCLUDE ALL RELATED COSTS IN THE INITIAL BID PROPOSAL 11. ALL RECEPTACLES WITHIN 6' OF WATER SOURCE SHALL BE GFI PROTECTED. GFI EXPOSED TO WEATHER SHALL BE WEATHERPROOF 12. ALL RECEPTACLES AND SWITCHES SHALL BE DECORA STYLE BY LEVITON WITH DECORA PLUS WALL PLATES (SCREWLESS). COLOR SELECTION BY ARCHITECT 13. LOCATE ALL SWITCHES AND SWITCH BANKS AT 48" MAX AFF 14. ALL CONDUIT, J -BOX AND PULL BOXES SHALL BE CONCEALED IN FLOORS, WALLS OR CEILINGS UNLESS OTHERWISE NOTED 15. THE EC SHALL MAKE POWER CONNECTIONS TO ALL MOTORS AND EQUIPMENT FURNISHED BY OTHERS bl3o37b 16. ALL FINAL CONNECTIONS SHALL BE MADE BY ELECTRICAL CONTRACTOR 17. ELECTRICAL DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC AND ALTHOGH THE SIZE AND LOCATION OF EQUIPMENT ARE SHOWN TO SCALE WHEREVER POSSIBLE ALL DIMENSIONS AND CONDUIT/CONDUCTOR DATA SHALL BE VERIFIED IN THE FIELD. EC SHALL PROVIDE AS BUILTS DRAWINGS UPON COMPLETION OF CONSTRUCTION 18. CONTRACTOR SHALL PERFORM ALL CUTTING AND PATCHING OF WALLS, CEILINGS, FLOORS, ETC. FOR INSTALLATION OF OUTLET BOXES, CONCEALED CONDUIT, ETC. ALL PATCHING SHALL MATCH SURROUNDING MATERIAL AND FINISH 19. ALL EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH N.E.C. ARTICLE 250 AND 517. ALL CONDUIT SHALL HAVE AN EQUIPMENT GROUNDING CONDUCTOR. THE GROUNDING, CONDUCTOR SHALL BE BONDED TO THE METAL FRAMES OF ALL FIXED ELECTRICAL EQUIPMENT 20. ALL UNDERGROUND CONDUITS SHALL BE LABELED WITH METAL TAGS IDENTIFYING POINTS OF ORIGIN 21. UNDERGROUND COUNDUIT RUNS SHALL BE GROUPED TOGETHER AS MUCH AS POSSIBLE AND NEATLY LAID PARALLEL IN TRENCHIES WITH NO UNNECESSARY CROSS OVERS. RUNS SHALL BE STRAIGHT EXCEPT WHERE CHANGES OF DIRECTION ARE NECESSARY 22. THE ELECTRICAL CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH THE EXISTING CONDITIONS AND ALL OTHER FACTORS WHICH MAY AFFECT THE EXECUTION OF THE WORK AND INCLUDE ALL REALED COSTS IN THE INITIAL BID PROPOSAL 23. CONCEAL ALL ELECCTRICAL WIRING AND RACEWAYS WHERE CONSTRUCTION PERMITS. EXPOSED HORIZONTAL RACEWAY RUNS ON ROOF IN EXCESS OF 5 FEET ARE NOT PERMITTED. EXPOSED RACEWAY IS PERMITTED WHERE STRUCTURE IS EXPOSED TO VIEW AND IN THESE LOCATIONS CAREFULLY INSTALL RACEWAYS PARALLE TO WALLS, BEAMS AND COLUMNS 24. ALL ELECTRICAL EQUIPMENT CONDUIT AND LIGHTING FIXTURES SHALL BE ANCHORED OR SUPPORTED IN ACCORDANCE WITH THE LOCAL SEISMIC ZONE REQUIREMENTS 25. IN THE EVENT OF A CONFLICT OR INCONSISTENCY BETWEEN ITEMS INDICATED ON THE PLANS AND/OR SPECIFICATIONS OR WITH CODE REQUIREMENTS, THE NOTE, SPECIFICATION OR CODE WHICH PRESCRIBES AND ESTABLISHES THE MORE COMPLETE JOB OR THE HIGHER STANDARD SHALL PREVAIL 26. ALL CONDUIT AND OTHER ELECTRICAL EQUIPMENT MUST BE SUPPORTED FROM THE STRUCTURE ABOVE. ABSOLUTELY NO EQUIPMENT MAY BE SUPPORTED FROM THE CEILING. ANY OPENINGS CUT INTO THE ACOUSTICAL CEILING TILES SHALL BE CUT TO THE EXACT SIZE REQUIRED IN ORDER TO MAINTAIN ANY MATERIAL RATINGS 27. ELECTRICAL DESIGN HAS BEEN BASED ON THE INSTALLATIONOF 75 DEGREES C CONDUCTORS CONNECTED TO TERMINAL LUGS AND EQUIPMENT, UL LISTED FOR A MINIMUM 75 DEGREES C CONDUCTORS TERMINATED ON EQUIPMENT WITH A LOWER RATING (60 DEGREES C) OR NO RATING SHOWN, SHALL HAVE CONDUCTOR SIZE INCREASED TO CONFORM TO N.E.C. TABLE 310-16 AND UL NO. 489 REQUIREMENTS 28. ALL SWITCHBOARDS, PANEL BOARDS, DISCONNECT SWITCHES AND CONTRACTORS, SHALL BE PROVIDED WITH LUGS LABELED AND RATED FOR A MINIMUM 75 DEGREES C. SWITCHBOARDS, SPC, PANEL BOARDS, DISCONNECT SWITCHES, CONTRACTORS AND TRANSFORMERS ARE TO BE "LISTED" AND "IDENTIFIED" AS RATED FOR A MINIMUM OF 75 DEGREES C CONDUCTOR TERMINATION 29. AT THE CONCLUSION OF THIS PROJECT, THE ELECTRICAL CONTRACTOR SHALL PROVIDE AN UPDATED TYPEWRITTEN DIRECTORY INSIDE EACH PANEL BOARD PROPERLY IDENTIFYING EACH CIRCUIT USED AND THE SPECIFIC LOAD SERVED 30. CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES ABOVE THE CEILING TO PROVIDE THE GREATEST POSSIBLE CLEARANCE FOR INSTALLATION OF AND FURTHER CHANGES TO THE MECHANICAL, PLUMBING AND FIRE SPRINKLER SYSTEM, TEC. CONDUIT AND PIPE TO BE RUN TO MAXIMIZE USE OF CEILING SPACE FOR USE BY OTHER TRADES 31. ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING RATING NOT LESS THAN THE MAXIMUM SHORT CIRCUIT CURRENT TO WHICH THEY MAY BE SUBJECTED 32. ALL DEVICES INSTALLED OUTSIDE OR IN DAMP LOCATIONS SHALL BE APPROVED WEATHERPROOF 33. THE E.C. SHALL NOT BORE, OTCH OR IN ANYWAY CUT INTO ANY STRUCTURAL MEMBER WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT' OR STRUCTURAL ENGINEER. INSTALL CONDUITS FOR ROOF MOUNTED EQUIPMENT BELOW ROOF AND STUB -UP AT EACH PIECE OF EQUIPMENT. FLASH AND SEAL ALL PENETRATIONS 34. THE ENTIRE WIRING SYSTEM SHALL BE TESTED FOR SHORT CIRCUITS, GROUNDS AND INSULATION RESISTANCE BETWEEN CONDUCTORS AND TO GROUND 35. PROVIDE PERMANENT PLASTIC LAMINATE NAME PLATE FOR ALL ELECTRICAL EQUIPMENT, INCLUDING SWITCH GEAR, PANELS, SWITCHES, CONTROLS ECT. NAME PLATE SHALL SHOW EQUIPMENT TAG, VOLTAGE, PHASE, CURRENT RATING AND FEED SOURCE 36. PROVIDE PERMANENT PLASTIC LAMINATE NAMEPLATE AT ALL SERVICE DISCONNECT DEVICES TO INDICATE "SERVICE DISCONNECTING MEANS" 37. VERIFY EXACT LOCATIONS AND SIZE OF MECHANICAL EQUIPMENT AND POINTS OF CONNECT WITH INSTALLING CONTRACTOR PRIOR TO ROUGHING IN FOR SAME 38. ALL CONDUIT IN EXPOSED AREAS SHALL BE ROUTED TIGHT TO THE UNDERSIDE OF THE STRUCTURE ABOVE 39. CONTRACTOR SHALL TANDEM WIRE (1) LAMP OR (3) LAMP FLUORESCENT LIGHT FIXTURES WHENEVER FIXTURE IS RECESSED MOUNTED AND WITHIN 10' OF EACH OTHER OR IS SURFACE OR PENDANT MOUNTED WITHIN 1' OF EACH OTHER 40. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL HARDWARE REQUIRED FOR COMPLETE INSTALLATION, WHETHER OR NOT INDICATED BY FIXTURE CATALOG NUMBER. REFER TO ELECTRICAL SPECIFICATIONS 41. ALL LIGHT FIXTURES MOUNTED IN WET OR DAMP LOCATION TO CARRY APPROPRIATE U.L. LABEL. 42. ALL FLUORESCENT FIXTURES SHALL HAVE ENERGY SAVING C.E.C. APPROVED T8 LAMPS AND ELECTRONIC BALLASTS 43. WHERE APPLICABLE, RECESSED INCANDESCENT AND H.I.D. FIXTURES ARE TO BE USED WITH BATT -TYPE INSULATION, CUT 3" MINIMUM AROUND FIXTURE AND ARE TO HAVE THERMAL PROTECTION 44. CONTRACTOR TO PROVIDE ALL LAMPS NOT FURNISHED WITH FIXTURES 45. FOR ANY DEVIATION FROM SPECIFIED LIGHT FIXTURES AND EQUIPMENT, IT WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO GUARANTEE LIGHT LEVELS PROVIDED IN THE ORIGINAL DESIGN 46. ELECTRICAL ENGINEER IS NOT RESPONSIBLE FOR TYPE OF CEILING BEING INSTALLED. REFER TO ARCHITECTURAL PLANS FOR EXACT CEILING TYPE. CONTRACTOR SHALL VERIFY CEILING TYPE/FIXTURE COMPATIBILITY BEFORE ORDERING FIXTURES 47. IT IS UNDERSTOOD BY ALL PARTIES THAT ANY SUBSTITUTIONS OF SPECIFIED PRODUCTS ARE DONE FOR THE PURPOSE OF COST SAVINGS TO THE OWNER, THEREFORE, ANY MATERIALS SUBSTITUTIONS OR DEVIATIONS PROPOSED BY THE CONTRACTOR SHALL BE INCLUDED WITH THE INITIAL BID AND SHALL SHOW A LINE ITEM CREDIT TO THE OWNER FOR EACH ITEM SUBSTITUTED IN LIEU OF SPECIFIED PRODUCTS 48. PROVIDE ALL EXIT SIGNS WITH DIRECTIONAL ARROWS AS REQUIRED. Tha plans, Ideas, arrangements and designs Indicated or represented by this drawing are owned by, and are the create and developed DENTAL of PACIFIC kfor use anSERVICES, and In were connection with tills specific project, and shell not be used, In whole or N part, for any putpoae for which they were not originally Intended without written permission ham PACIFIC DENTAL SERVICES, INC 0 2013. OFFICE 350 BID SET ISSUE: FOR CONSTRUCTION SET ISSUE: DATE REVISION ti CL t5 RECEIVED CITY OF TUKWILA JAN 222014 PERMIT CENTER 00 CO r-1 CO (Cr I v J a o2 N 0 co uj CCI w 17. a- Ti) rL Q z w 0 ui o 0 eco ¢ �a eco ti SHEET TITLE GENERAL FIRE, M,P, E NOTES DRAWN TE CHECKED JAM/BW DATE 10-29-13 SUB DATE 12-23-13 PROJECT NO. TUK_WA/#350 SHEET NO. KEYNOTES: X MP CHAIR OUTLET IN SLAB TRASH CUT OUT IN COUNTER TOP (10"X 10") STAINLESS STEEL SINK (SINGLE OR DOUBLE SHOWN ON PLANS) 2 LAYERS OF 5/8" TYPE 'X' GYP. BOARD MOP SINK AIR COMPRESSOR ON 34" HIGH SHELF V❑ VACUUM PUMP WITH BACKUP `W 12 GALLON ELECTRIC WATER HEATER - ON 72" HIGH SHELF WASHER/ DRYER (ELECTRIC) STACKED W/ LINT TRAP 40" X 114" OPENING, TYPICAL NOT USED 36"-42" X 114" OPENING (SEE PLAN FOR WIDTH) NOT USED EXISTING EXIT DOOR - 36" W MIN., TO REMAIN OPERATORY CABINET 48"L X 18" D X 34" H, SEE DETAIL 7/A-2.1 **BID TO INCLUDE BACKING** BASE CABINET 24"D X 34" H O BASE CABINET 24" D X 36" H (@UNDER COUNTER REFIDGE. ONLY) ** SEE NOTE 3 • OPERATORY CABINET 60"L X 18" D X 34" H, SEE DETAIL 7/A-2.1 SIM. • UPPER WALL CABINET 12" D 11 SHELVES FOR PATIENT EDUCATION STORAGE SHELVES- ADJUSTABLE • LOW WALL 31-1/2" 14 COUNTER- 9"D X 34" H MAX. X 36"W MIN. SEE PLAN FOR LENGTH (ADA ACCESSIBLE COUNTER) 15 COUNTER- 24"D X 30"H (WHERE PEOPLE SIT SIDE) 16 COUNTER- 9"D X 42" H X 8'-8"W U.N.O. (FRONT COUNTER) 17 BANK OF DRAWERS - 3 HIGH, TYPICAL 18 NOT USED W/D NOTES: 1. TOILET ROOMS TO COMPLY WITH IBC SECTION 1109.2.1. FOR MORE INFORMATION SEE 4/H-1 FOR DIMENSIONED TYPICAL TOILET ROOM. 2. FIRE EXTINGUISHERS TO BE A MINIMUM RATING OF 2A-10BC. MOUNTED WITH THE TOP OF THE EXTINGUISHER AT A MAXIMUM OF 5 FEET AND MINIMUM OF 3 FEET A.F.F. 3. PER IBC SECTION 1109.3 5% BUILT IN COUNTERS PROVIDED MUST BE ACCESSIBLE- ALL COUNTERS ARE ADA ACCESSIBLE EXCEPT FOR ONE- LAB ROOM- ALL OTHERS ARE ACCESSIBLE. 4. SEE SHEET A1.1 FOR FINISH PLAN. 5. AT RESTROOMS- PROVIDE AND INSTALL BACKING AT TOILET ROOM FIXTURES 19 COAT CLOSET W/ SHELF AND POLE 20 X-RAY MACHINE- FLOOR MOUNT W/ TWO (2) 4X4 POST SEE DETAIL 20/A-2 **BID TO INCLUDE BACKING** 21 22 23 26 27 28 29 30 32 33 34 36 37 38 39 40 41 42 44 46 47 48 49 X-RAY ROOM CABINET 24"L X 18"D X 34"H PANO BACKING PER 19/A-2 **BID TO INCLUDE BACKING** DESK +"H (HEIGHT AND LENGTH VARIES) UNDER COUNTER REFRIGERATOR REFRIGERATOR COPY MACHINE DRYWALL SOFFIT ABOVE, SEE SHEET E-2 1/2" MAX. LEVEL CHANGE PER ACCESSIBILITY CODE EXISTING ENTRANCE DOORS TO REMAIN EXIT SIGN PER CODE, SEE E-2 FOR LOCATIONS EXISTING HVAC - ROOF TOP UNIT ABOVE, SEE MECH. DWGS FOR SIZE FULL -HEIGHT CABINET CHILD GAMES- WALL MOUNTED FORM RACK / DVD CAB LOW WALL + 36" A.F.F. SEE DETAIL 3/A-2.1 MILLING MACHINE SPECIAL FLOORING- SEE A-1.1 FINISH SCHEDULE AND PLAN FOR MORE INFO AUTO CLAVE DENTAL CHAIR UNDER COUNTER LOCKABLE 2' CABINET FLAT SCREEN, WALL MOUNT **BID TO INCLUDE BACKING** LOCKERS - 12"D X 28"W NOT USED ELECTRICAL PANEL FLUSH MOUNT PHONE BOARD 4'X8' PAINT TO MATCH ADJACENT SURFACE ACRYLIC PANEL, SEE 4 & 5/A-2.1 RAD BOARD PROVIDE AND INSTALL BLOCKING SIGN BACKER BOARD, SEE 2/A-2.1 WATER COOLER NOTE TO CONTRACTOR: SEE FIXTURIZATION AND CONSTRUCTION MANUAL FOR ADDITIONAL FINISH AND MATERIALS INFORMATION 0 O REMOVE DOORS AND REPLACE WITH STOREFRONT TO MATCH EXISTING COLUMN TO REMAIN REMOVE DOORS AND REPLACE WITH STOREFRONT 211_10" 71_4" 91.111 5'-0" 10'-10" 4'-6" 10'-10" 0 Ln Eel 48 0 RECEPTION 102 CONSULT CLOSET 0 I —X -RAY -RM -1 MIRROR Pig PM C OP -3 107 39 7'-611 II II O ii II © II II , II :isistesizzi:Rs7=1117,‘1,;,::,,:li,:o,„;,,!!,.,:l!il . is . iii:1©X-RAY RM -2 FLEX -4 11 FLEX -5 II FLEX -6 d' 0 MIRROR ------"q 109 110 111 _ +'-+ mil 108 39 39 39 Adia iniaintainsisimmitessitirmagnanniewassfismons 5 iSMINERIMMINMOSSESISMINOMMENNONSEIGEMMENIMEMBIENNINSIBRIN aka 10111 71_6" 81_9" 91.011 91_011 81_611 DEMO / REMOVE EVERYTHING WITHIN SUITE BACK TO VANILLA - SHELL, U.N.O.. I.E. REMOVE ALL FLOORING BACK TO CONCRETE, REMOVE CEILINGS AND LIGHTING MATERIALS, REMOVE ALL DUCT WORK AND REGISTERS BACK TO PLENUM. REMOVE EQUIPMENT, RESTROOMS WHEN NOTED, ELECTRICAL PANELS WHEN NOTED. ANY EXISTING FURRING ALONG EXTERIOR WALLS TO REMAIN WHEN POSSIBLE BASED ON FIELD CONDITION. DEMO EXISTING WALLS, RESTROOMS, CEILING, FIXTURES, CAP PLUMBING, REPAIR CONCRETE FLOOR [Lr C C O i■ 7'-1 11 SOP -7 114 13'-7" Ln 0 ,--1 0 0 ni DEMO WALL LEDGEND C DEMO WALL VI I- I 'Fr DEMO PLAN :...< SCALE: 1/8" = 1'-0" NORTH 4 H - BACKING SCHEDULE ITEM DIMENSION DETAIL REMARKS OPERATORY CABINETS + 32" TOP OF BLOCKING 8/A-2.1 X-RAY MACHINE(S) 3'-0" x 8'-0" W/ 14" SIDELIGHT 20/A-2 TWO 4X4 POSTS CENTER ON OUTLET CEPH/PANO + 48"A.F.F. THRU +96" A.F.F. 19/A-2 SPANNING 3 STUDS IN CORNER WAITING RM FLAT SCREEN + 75" A.F.F. TOP OF BLOCKING 12/A-2.1 SIM. SPANNING 3 STUDS CENTER ON OUTLET RAD BOARD/ STERILZATION + 66" A.F.F. TOP OF BLOCKING 3/A-2 2 LAYERS OF DRYWALL, ALL WALLS CHILD GAME BOX + 52" A.F.F. TOP OF BLOCKING 12/A-2.1 SIM. 2 LAYERS OF DRYWALL, ALL WALLS SLIDING HARDWARE + 94" A.F.F. BTM OF BLOCKING 10/A-2 2 LAYERS OF DRYWALL, ALL WALLS ORTHO/PEDO/FLEX RM TV + 75" A.F.F. TOP OF BLOCKING 12/A-2.1 SIM. MED GAS CYLINDERS* + 40" A.F.F. TOP OF BLOCKING 12/A-2.1 SIM. INFO WALL T.V. + 75" A.F.F. TOP OF BLCK'G 6/A-2.1 SPANNING 2 STUDS * WHEN APPLICABLE, SEE PLAN REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 6 2014 City of Tukwila BUILDING DIVISION ROUGH OPENING SCHEDULE ITEM DIMENSION ROUGH OPENING REMARKS DOOR 3'-0" x 8'-0" 37-5/8" x 96-3/4" DOOR WITH SIDELIGHT 3'-0" x 8'-0" W/ 14" SIDELIGHT 53-1/2" X 96-3/4" HALLWAY, TYPICAL 4'-0" CLEAR 4'-1-1/2" HALLWAY @ OUT SWING DOOR 5'-0" CLEAR 5'-1-1/2" X-RAY ROOM IVITH CEPH 7'-6' CLEAR X 7'-6" CLEAR 7'-9' X 7'-9" 2 LAYERS OF DRYWALL, ALL WALLS X-RAY ROOM WITH PANO ONLY 7'-0' CLEAR X 7'-0" CLEAR 7'-3'X 7'-3" 2 LAYERS OF DRYWALL, ALL WALLS X-RAY ROOM (SECONDARY) 5'-0' CLEAR X 5'-6" CLEAR 5'-3' X 5'-9" 2 LAYERS OF DRYWALL, ALL WALLS POCKET DOOR 3'-0" X 8'-0" 74-1/2" X 97-3/4" THERE WILL BE NO SURGERY, ANESTHESIA NOR MEDICAL GASES ON PREMISES. SYMBOL LEGEND L 0 (\. r L\\\\\\\\\\\\\\\\\\\\"N FLOOR PLAN: SCALE: 1/4" = 1'-0" NORTH (3O37, DEMISING WALL TO REMAIN. EXISTING STOREFRONT TO REMAIN NEW 3-5/8" STEEL STUD WALL W/1" SOUND BOARD AND R -13 INSULATION IN WALLS AND CEILING (EQUIPMENT ROOM ONLY) NEW 3-5/8" STEEL STUD PARTITION, SEE DETAIL 1/A-2 BACKING IN WALL FOR EQUIPMENT- SEE DETAILS 3, 19 & 20/A-2 AND 12/A-2.1. SEE ALSO BACKING SCHEDULE. NEW LOW MILLWORK / CABINETRY (+HEIGHT VARIES) SEE KEYNOTES DOOR SYMBOL, SEE A-2 FOR SCHEDULE NEW DOOR, SEE A-2 FOR SCHEDULE EXISTING DOOR, SEE A-2 FOR MORE INFORMATION NEW SLIDING BARN DOOR, SEE A-2 FOR MORE INFO 4' MAX WIDTH TRANSLUCENT PANEL ON TOP OF +36" LOW WALL SEE DETAIL 4 & 5/A-2.1 RECEIVED CITY OF TUKWILA JAN 2 2 2014 PERMIT CENTER NEW 6" WALL WITH 1-5/8" STUDS WALL BEHIND. FRAME OUT INSET AT 44" A.F.F. TO 70" A.F.F. (SEE PLAN FOR WIDTH) STUDS FLUSH ON BACK OF WALL, SEE DETAILS 1, 6 & 11/A-2.1 6" METAL STUD WALL 25 GA. TO ENCLOSE COLUMN EXISTING EXTERIOR WALL MEANS OF EGRESS PATH The plans, Ideas, arrangements end designs Indicated or represented by this drawing are owned by, end are the property of PACIFIC DENTAL SERVICES, INC, end were seated end developed solely for use on, end In connection wtth this sped0c project, and shell not be used, In whole or In part, for any purpose for which they wore not originally intended without written permIsslon from PACIFIC DENIAL SERVICES, INC O 2013. OFFICE 350 BID SET ISSUE: FOR CONSTRUCTION SET ISSUE: DATE REVISION 1-17-14 A CITY COMMENTS CD cts oo cu oo '-1 N OO U cn Q O — ,—I v, w 0 Ct w rJ F z w 0 • 0 N 0U • w Q M W 2' 4> O r- LL LU w � U_ = 8I W co < n:: o?°' o>fr �r SHEET TITLE FLOOR PLAN DEMO PLAN DRAWN TE CHECKED JAM/BW DATE 10-29-13 SUB DATE 12-23-13 PROJECT NO. TUK_WA/#350 SHEET NO. A-1 PAINT STRIPE 2'-0" AO OP WALL ELEVATION: SCALE: 1/2" = 1'-0" MATERIAL LIST: SNOW (INTERIOR DESIGN STYLE) 2-2013 SEE FIXTURIZATION MANUAL FOR SPECIFICATIONS PAINT: SHERWIN WILLIAMS ONLY- NO ALTERNATE ALLOWED BASE- PROMAR 200- EGGSHELL B20-2600 SERIES FLOORING: TILE: STYLE 'AXIS' COLOR 'ONICE' 12X12 ON FLOOR - STRAIGHT 12X24 ON WALLS, HORIZONTAL 'STRAIGHT LAY' 4'-0" HIGH ON TWO WALLS. (SEE DETAIL FOR WHICH) VINYL PLANKS: BOSK RESILIENT LVT; COLOR: 00780 COFFEE BEAN; STYLE: 5401V BOSK CARPET: (CPT -1) SHAW PHILADELPHIA COMMERCIAL; STYLE: WIRED 54492 COLOR: 92791 CHARGED CARPET BASE- 2-1/2" CARPET BASE TO MATCH FLEX: TILE -F MARMOLEUM DUAL TILE 629 'EIGER' TILE -RN WAVE: MARMOLEUM DUAL TILE 621 'DOVE GRAY' BASE: ARMSTRONG 20 OYSTER BACKSPLASH: 3" X 6" BELLAVITA COBBLESTONE- LA GRASSE GLASS TILE; CUSTOMS GROUT # 101 QUARTS (SANDED) PLASTIC LAMINATES: COUNTER TOPS OPS: FROSTY WHITE 1573-60 COUNTER TOP RECEPT: ROCK OF AGES PIONITE AW141 FLEX/ORTHO TOP: 161 SUEDE ROCKY MOUNTAIN HIGH CABINET FACE: WILSONART 'COCOA MAPLE' 7739-58 FLEX/ORTHO FACE: ALMOND MELAMINE MILLING CAB. FACE & TOP: 949-90 HIGH GLOSS WHITE DOORS: GP: COCOA MAPLE 7739-58 FLEX SLIDING DOORS: BK -1 SV713 SUEDE (BLUE), BK -2 ABET LAMINATE 441 SEI (GREEN), BK -3 FORMICA 2013-58 FIESTA (ORANGE) (COLOR VARIES -SEE PLAN) ACRYLIC: LUMICOR COLORWAYRS COLOR: POWDER MOIRE' SO -18543-3 BLINDS: HUNTER DOUGLAS SHEARWEAVE 3000 COLOR: MUSHROOM SAND 'Q01' FABRIC INSERT AT VALANCE 14% OPENNESS FACTOR WINDOW TINT: 3M PRESTIGE SERIES PR40, 'CLEARLY SUPERIOR' OR EQUAL CEILING: MATERIALS: "SEISMIC 1200" 15/16" EXPOSED CHICAGO METALLIC OR EQUAL "SAND MICRO" CERTAINTEED SHM-154 2X2 OR EQUAL PANELS ASTM E 1264 GYB BD,- SMOOTH ( SOFFITS, RESTROOMS, STORAGE, EQUIPMENT, CLOSET) PAINT- WASHABLE ENAMEL (SEE FINISH SCHEDULE), SMOOTH CABLES FRAMES Go VAF WALL MOUNTED TV W/ BACKING 3 1/2" 3 1/2" - o 1/Z; e.'-0 1 2' 1 II 5" X 11" - 8,7 X 11 cV� 8.5' X 11' r 8.5° X 14" 8.5° X 11� 32" N Is 20" X 31" PT3 ' OVERALL RECESS ES SEE PLAN 5'-9" OVERALL RECESS • 7'-2" TOP OF RECESS © INFO WALL INSET: SCALE: 1/2° = 1'-0" 24" 36" MIRROR WITH SPACER BEHIND MIRROR FLUSH WITH. TILE. SLUTTER MOLDING AROUND TOP 12" X 24" TILE 0 © BATHROOM WALL TILE: SCALE: 1/4" = 1'-0" • RECEPTION CONSULT I �_� • I 451 [ NI STORAGE - EXISTING??? 4 TON EXISTING 4 CT`J KIDS T T1 I I I I I I I immimmorm FIRE IS X-RAY RM -2 FINISH SCHEDULE C.) FLOOR > n0- z EL U J OU Q - z U > > CERAMIC TILE VINYL TILE COMPOSITE WALLS CEILING BASE FINISHE S REMARKS w J < w d Q w T -BAR CEILING CARPET BASE RUBBER TOPSET w U) m LLJ Lu 0 0 U w J J E FINISH CALL OUT w w J LLJLLJw FINISH NOTES: 1. TWO WALLS TO HAVE +48" TILE/ WAINSCOT. SEE 4/H-1 FOR LOCATION. 2. AT CABINET LOCATIONS BASE TO BE 4" (RUBBER OR CARPET) WAITING- GENERAL SIDE X X X X X X 2-1/2 IF PT -2 X HALLWAY- GENERAL RECEPTION & SUPPORT X X X X X X X X X X X X PT -2 X X PT -2 ACCENT COLOR / SOFFITS P-1 ONE WALL ACCENT W/ PT -3; SOFFITS P-1 CONSULT X x X X X PT -2 X OPERATORIES X X X X 4" PT -3 X ONE WALL ACCENT W/ PT -2 AND A STRIPE STERILIZATION & LAB X X X X 4" PT -2 X SEE FINISH NOTE 2 ABOVE RESTROOM - GENERAL SIDE X X X X 6" PT -2 X SEE FINISH NOTE 1 ABOVE EQUIPMENT RM X X X X 4" PT -2 X STORAGE (VARIES SEE PLAN) X X X X X PT -2 X SEE PLAN, FLOOR SAME AS ADJ. FINISH TO DOOR X -RAY -1 X X X X X PT -2 X EMPLOYEE LOUNGE X X X X 4" PT -2 X FLEX OPS X X X X 4" PT -F X ONE WALL MURAL eft IuIIi 0®iIIII• 0 1 0 'mom au. lu■ 1 mtrains iumond nImairs mirm VCT -F ANNE= I�r�rail�l1mmin u■meri�mo_ � "ri m=■I 1.,— o a'�"`14121 j 51,E 1MD `'■I ■rlIkilida UiaL NIIINIPANNIMIENIN 011111.111.111in IMMIlarlitiiuiii■aquii•uII IMMIVIMMIIIMuI ui;tiip■i■uG uuuum ■om ,:uI:mruirn■■MENNA■uIlI muENINEW1111 II 1R1U1111EMI.1111 ■•■■11EMB `I-L■1111=111I II 1■■■uioIIMI■■ ■uuumEu•uMI EMMEN! II 1UI[ IUAIU1II ■UIU[u lIl� ��^ 111111 ■U•UI , ..,.. z' ... s, to . . k ,gi;; ;; r REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 6 2014 City o f Tukwila BUILDING DIVISION SYMBOL LEGEND VCT—F VIN -1--- No`Pi \s\O\ VCT FLOORING (FLEX OPS) MATERIAL PROVIDED WITH SERVICE PACK 1 VINYL FLOORING MATERIAL PROVIDED WITH SERVICE PACK 1 VCT FLOORING— PEDO MATERIAL PROVIDED WITH SERVICE PACK 1 VCT—FNC� VCT FLOORING— 12" ACCENT WAVE (FLEX ROOM) IIL! III s'Is° CPT -1 — L_ L— L [TILE [ I I I MATERIAL PROVIDED WITH SERVICE PACK 1 VINYL FLOORING CARPET W/ 2-1/2" CARPET BASE (4" BASE AT CABINETS) MATERIAL PROVIDED WITH SERVICE PACK 1 CARPET TILES W/ 2-1/2" CARPET BASE (4" BASE AT CABINETS) MATERIAL PROVIDED WITH SERVICE PACK 1 TILE FLOORING MATERIAL PROVIDED WITH SERVICE PACK 1 PAINT 2' -0" STRIPE SEE ELEVATION A WALL TILE UP TO +48" A.F.F. (TWO WALLS) WALL MURAL PAINTED BACKSPLASH SEE ELEVATION C CUT OUT WHITE VINYL DECORATION MATERIAL PROVIDED BY PDS TILE BACK SPLASH IN FLEX OPS MEL iMMEMINIONEMOMMA D i3 PAINT SYMBOLS - SNOW COLORS PAINT COLOR SHERWIN WILLIAMS 'PURE WHITE 7005' PAINT COLOR SHERWIN WILLIAMS 'DOVER WHITE 6385' (ACCENT) BK2 ED FINISH PLAN: SCALE: 1/4' =1'-0" NORTH 03Th PAINT COLOR SHERWIN WILLIAMS PAINT COLOR SHERWIN WILLIAMS DOOR P.LAM 'BLUE' DOOR P.LAM 'GREEN' DOOR P.LAM 'ORANGE' DOOR P.LAM 'WHITE' 'GREEN TRANCE 6462' (STRIPE) 'DOVER WHITE 6385' (ACCENT) * SYMBOL IN THE MIDDLE OF THE ROOM= ENTIRE ROOM PAINTED THAT COLOR. RECEIVED ** SYMBOL AGAINST A WALL= THAT WALL PAINTED THAT COLOR. CITY OF TU KW I LA JAN 2 2 2014 PERMIT CENTER NOTE TO CONTRACTOR: SEE FIXTURIZATION AND CONSTRUCTION MANUAL FOR ADDITIONAL FINISH AND MATERIALS INFORMATION. NOTES: 1. SEE A-1 FOR MILLWORK INFORMATION. The plans, Ideas, arrangements end designs Indkated or represented by this drawing are owned by, and are the property of PACIFIC OEMAL SERVICES, INC, and were seated and developed solely for use on, and In connection with this suedes project, end shall not be used, In whole or In part, for any purpose for which they were not originally intended without written permission from PACIFIC DENTAL SERVICES, INC C 2013. OFFICE 350 BID SET ISSUE: FOR CONSTRUCTION SET ISSUE: DATE REVISION 6 U a LU LLI L H 1-11 1-11— LL- 0 LO M J LIU W I— • 0 CO O N N 0 ¢ oi • COw • M O tis LL x w < Q Q z w 0 0 coQ wEd-O— • > 4 • ti� SHEET TITLE FINISH AND PAINT PLAN DRAWN TE CHECKED JAM/BW DATE 10-29-13 SUB DATE 12-23-13 PROJECT NO. TUK_WA/#350 SHEET NO. The plans, Ideas, arrangements and designs Indicated or represented by this drawing are owned by, and are the property of PACIFIC DENTAL SERVICES, INC, and were canted and developed solely for use on, and In connection with MIs specific project, and shall not be used, in whole or In part, for any purpose for which they were not originally Intended without written permission from PACIFIC DENTAL SERVICES, INC 0 2013. OFFICE 350 BID SET ISSUE: FOR CONSTRUCTION SET ISSUE: DATE REVISION w w 1-1> LL 0 CL J I--- . z Qz 0 LLI L4 i— Uw LL �' J <61;- W IZ D •tro� N N 0 cci t.QcflW cc LL X W Q aa." W U 1— Q W -J -- LU W OC na ozco SHEET TITLE DETAILS SCHEDULES DRAWN TE CHECKED JAM/BW DATE 10-29-13 SUB DATE 12-23-13 PROJECT NO. TUK_WA/#350 SHEET NO. A35 CLIP TYP. 3 # 10 SCREWS TO 2X BLKG J ° ,--- TEMPERED 2X12 ACROSS FIRST3 BAYS WD BALKINGBRAILLE L ,,++ i �. I yii i M IIz+�' B l"�+ X 20 G.a. EI B _ I. (E) RAFTERS @ 24" O.C. 10 p�RR NpplI��gqpp CODE REQUIREMENTS r , TEMPERED GLASS. -� / oti HANDICAP ACCESSIBLE SIGN �,iTO LATCCH S1IDE OF DOORON ON R AND ELECTRICAL BO �NETAL PER STUD FRAMING PLAN \ FROM SEE (4 ROWS CORNER OF WALL PLAN FOR LOCATION HIGH) \/_/8" SIGN ON WALL ADJACENT SEE DETAIL 11/H-1 BRAC @ 24 C. E //J STOREFRONT B1 NTERIOR DOOR- SAME AS DOOR TYPE 'B' (B) DOOR INTERIOR DOOR O(HAS RESTROOM SIGNAGE) () INTERIOR DOOR W/ SIDELIGHT \ 3-5/8" X 25 G.A. BRACEEXISTING @ 48" O.C. ALTERNATING W/ 2#10 SCREWS TO ROOF * 3'-0" x * 3'-0' x 8'-0" x 1 3/4" * 3'-0" x 8'-0" x 1 3/4" * 3'-0" x 8'-0" x 1 3/4" 7'-0" ALUMINUM and GLASS S.C. P.LAM FINISH S.C. P.LAM FINISH S.C. P.LAM FINISH/r * ALUMINUM FRAME *ALUMINUM FRAME) * A I�I�IN FRF E ALR pDiL ) (CLEAR ANODIZED) (CLEAR ANODIZED E �D 14v MLA,' TT TEMPERED Z9 M PER AL STUD FRAMING PLAN co /� MI glpQER HEAP SQ Iv TRACK / / �� P -RING \ P \ ++++ ++ 2-1 2�' 25 GA METAL STUD EXIT NOTES: METAL STUD BRACE Q.� -RING •\ @ 2!4 O.C. +9'-10" T -BAR CEILIN 1. ALL DOOR HARDWARE SHALL BE LEVER OR �Q� a `(% Gj i 12 �� ELECTRICAL BCX TYPICAL \ PUSH TYPE, 30" TO 44" A.F. 2. ALL EXITS ° %%� ° a n0I1� °° o c M +4 ++INSIDE 9'-6" BTM.OF SOFFIT TO BE OPEN ABLE FROM THE SEE E-2 WITHOUT THE USE OF A KEY OR ANY V6S \ 03 00 r� l'''? " ry u 1 2 TYPE 'X'GYP. BD. SPECIAL KNOWLEDGE OR EFFORTS. DEAD BOLTS Zy SEE E-2 FOR DIM. /ARE NOT PERMITTED. 3. A DURABLE SIGN (1" HIGH LETTERS) SHALL IC INTERIOR n' DOOR - FRENCH 0 INTERIOR SLIDING J INTERIOR DOOR 0 EXTERIOR DOORF INTERIOR DOOR - , BE PLACED OVER THE MAIN EXIT ENTRY . 3' p" x 8'- DOORWAY 'THIS DOOR TO REMAIN UNLOCKED S.C. P.LAm DURING BUSINESS HOURS'. ALUMINUM (CLEAR ANODIZED 4. MAXIMUM DOOR OPENING EFFORT OF 5LBS, FRENCH GLASS FOR BOTH INTERIOR AND EXTERIOR DOORS. SEE PLAN IF " 134" PANEL DOOR * POCKET �� �� EXISTING POCKET DOOR W/ GLASS FLNISN 3 -0 x 8 -0 x 1 3/4 * 4'-0" x 8'-0" x 13/4" S.C. P.LAM FINISH * 3'-0" x 7'-0" x 1 3/4" * 3'-0" x 8'-0" x 13 4" FRAME S.C. P.LAM FINIS„ * S.C. P.LAM FINISH ALUMINUM FRAME HOLLOW METAL DOOR. TOWERED * NO FRAME (CLEAR ANODIZED) * ALUMINUM FRAME USED * BEYERLE.US "FLATEC I WOOD"*POCKET DOOR (CLEAR ANODIZED) (SIDE HEAD HARDWARE) SEE PLAN IF USED * POCKET DOOR SEE PLAN IF USED SEE PLAN IF USED \ \ rr 23* \ \ \ \ 8' 0" 4X4 WOOD POST XRAY EQUIPMENT BACKING, TYPICAL SCALE: 3/8" = 1'-0" 20 CEPH/PANO EQUIPMENT BACKING SCALE: 3/8" = 1'-0" 19 SOFFIT ABOVE RECEPTION- PARALLEL TO EX. JOISTS SCALE: 3/8" = 1'-0" 18 DOOR ELEVATIONS / EXIT NOTES SCALE: 3/16" = 1'-0" 16 O ® NO. SIZE TYPE =INISIF REMARKS 1 3'-0" x 8'-0" C GP W/ 14" TEMPERED SIDELIGHT CORNER BEAD • \ hi 01 NO DRYWALL ON TOP OF 2X4 WOOD TOP PLATE N. \ / \ \„,,,,`� O.C. 2 3'-0" X 8'-0" H GP POCKET DOOR W/ GLASS 3 4'-0" X 8'-0" E SS FLEX/SLIDING 4 4'-0" X 8'-0" E SS FLEX/SLIDING 5 3' o° X 8' o° B1 GP PRIVACY LOCK W/ UNDERCUT 3 #10 SCREWS, TYP 6 3'-0" X 8'-0" B1 GP PRIVACY LOCK W/ UNDERCUT 7 3'-0" X 8'-0" C GP W/ 14" TEMPERED SIDELIGHT LAIIII ‘‘\, T+' ++ 8 3'-0” X 8'-O" C GP W/ 14" TEMPERED SIDELIGHT \ + 9 3' FACE OF 2. LAY -IN CEILING SUSPENSION LAY -IN ACOUSTIC 4. WALL ANGLE- WALL. ACOUSTIC1/2" SYSTEM FORSEE PANELS. 0" X 8' a" B GP STORAGE W/ UNDERCUT w z z ARSE THREAD SCREWS 6" \ \ (E) 2X @ 24"' O.C. 10 3' o" X 8' o" B GP EQUIPMENT ROOM DOOR W/ 5 1/2" JAMB (2X6 OR LARGER) 11 3' o" X 8' o° B GP LOUNGE �� 12 \ 3-5/B" X 25 G.A. BRACE 48" 0.C. ALTERNATING / W/ 2# 0 SCREWS TO ROOF 6 (1-1 @j01 N 41 METAL STUD \ \ \ • \ NO DRYWALL ON TOP C041 12 BEAD OF 2X4 WOOD TOP PLATE \ / \\ 2- #10 SCREW \ A 3' 0" X 7' 0" ALUM A STOREFRONT ENTRANCE El 3'-0" X 7'-0" HM EXISTING EXTERIOR DOOR 3-5/8" 20 GA METAL STUD /� / / @ 24" O.C. �++ ++� GA METAL STUD DOOR PLASTIC LAMINATES: @1�4" o c +9'-10" T -BAR CEI<G 'GP': 'SS': SEE A1.1 1 \\ �_ _` \ 'MK' SEE A1.1 \ j \� IN1. \ \PANELS. COARSE THREAD3. ++++9'-6" BTM. OF SOFF (KIDS): SEE A1.1 TYPE 'X' GYP. E -Z FOR WIDTHNOTES: SEE E-2 D.&I SCREWS 6" O.C. , i ENLARGED DETAIL SEE FIXTURIZATION MANUAL FOR MORE INFORMATION 1. COORDINATE R.O. WITH SCHEDULE PROVIDED BY P SKIN SERVICE PAC2. INTERIOR , HARDWARE, K FRAMES 3. ALL THRESHOLDS TO COMPLY WITH SEC. 1008.1.6 - 1/2" MAX. ON A-1. AND HINGES A117.1 AND 2006 IBC LOW WALL AT RECEPTION COUNTERS 15 T -BAR @ WALL 14 SOFFIT ABOVE RECEPTION - PERPENDICULAR TO EX. JOISTS SCALE: 3/8" = 1'-0" 13 12 DOOR SCHEDULE SEE MANUAL FOR MORE INFORMATION 11 TOS I�16'-2" B.O. RAFTER (1" PENETRATION) I.C.B.O. / NO. 1290 (E) 2X6 SUB PURLIN @ 24" O.C. �� to E S F26P AT EA. END. —__ 1_ BOTTOM OF RAFTER FRAMING/BLOCKING ABOVE FOR ATTACHMENT SEE DETAIL 10 \\ \� °� \\\ \\ \'s rAk-4.1ur • Aim ^_ 7'-10" BTM OF BLOCKING U METAL PER �2X1O ACROSS FROM TO SEE STUB PLAN POWER WD ENTIRE BACK ONE BAY PLAN FRAMING BACKING ROOM CORNER PAST OPENING FOR LOCATION OF WALL d- a 416" EXISTING PURLIN 25 G.A. MTL STUDS TRUSS @ 16" O.C. VERTICAL STRU BY CEILING GRID MANUFACTURER OR 25 GA. STL. STUD, BOTTOM CLIP ATTACHED TO \ \\ \\ \ (3) #8 SCREWS // EXISTING ROOF BLACK IRON MAIN RUNNER -------"-"- RAFTER JOISTS @ 12'-0" 0/C EACH WITH NO. 12 SHEET WAY METAL SCREWS FOR REVIEWEDMIN. CODE COMPLIANCE \\ \\� 3-1/2"25 GA. MTL. STUD BRACING AT MAIN RUNNER APPROVED \\ �\\ 4'-O" O.C. (ANGLE 45d ± 10d)ALTERNATE -- ,- 11 2/9 10 A.F.F.WHEN \ CEILING TILE FEB 6 2014 I DIRECTION GREATER THAN 6'-0" LONG) BEND STUD BRACE .:,.... ....:....... VARIES, SEE E-2 'X' r j f 3-#8 SCREWS WEB TO TRACK + 1/2" SHEETROCK TYPE GYPSUM BOARD W/ DRYWALL SCREWS @ 6"O.C. NOTE: CEII i $+9'-10" MAXIMUM STRUT LENGTH: CONDUIT SIZE: STUD SIZE: City of Tukwila BUILDING DIVISION A. JOINTS FINISHED.32 B. AT RESTROOM GYP. BD. CEILING (+9'-0")- 6" 25 GA. METAL STUDS @ 16" O.C. CEILING INCHES 50 INCHES 69 INCHES 1/2" 0 3/4" 0 1" 0 2-1/2" 25 G.A. 2-1/2" 25 G.A. 2-1/2" 25 G.A. **** LESS THAN 6'-0" FLEX SLIDING DOOR FRAME SCALE: 3/8" = 1'-0" 10 GYP. BD. CEILING SCALE: NTS 9 T -BAR DETAIL SCALE: NTS 8 7 PARTITION WALL TO STRUCTURE SCALE: 1-1/2" = 1'-0" 6 _Loki gui ROOF STRUCTURE 8" MAX. FROM WALL TO END SUPPORT '" N �a (14 12 GA. WIRE SPLAYED IN FOUR DIRECTIONS 90 DEG' ES APART AT 12'-0" O.C. EACH WAY. 45° ANGLE E FROMHORIZ. z4 �9a /. .. \ \ b 13,.... 0 3 7 0 " iii, --44 osimg -. �� IN Ilk _� �� 1/4" DIA. X 3" EVE SCREW ELECTRICAL BOX (RECESSED BOX Ca? TV'S SEE E-1 FOR MORE INFO) EXISTING u,\ w EXISTING ROOF MEMBER -► ROOF MEMBER — \ ) 1-1/4" _ \ \ \ OARSE THREA \ \ SINGLE GANG BOX DATA 2X12 WD BACKING MIN. 3-1f 2" 25 GA. MTL. STU \CREWS BRACINGGAT48 O.C. \ \ _ � \ \ 3 -BAYS CENTER ON DIMENSION FROM E-1 STAGGER SEE 6/A-2 z \ \ `' CONT. TOP TRACK MTL. STUD \ \ BRACING AT 48" O.C. \ \ ¢ - \' ��i/ . ` W/ 1 1/4"MIN. PENETRATION AT ANGLE OF WIRE (WHEN GREATER '-' 77.M THAN 6'-0" LONG)` '� R-13 I SUTATION STAGGER SEE 6/A-2 \ \ moo•. .,.; WHEN GREATER METAL STUD FRAMING : , \ �`\ .` � WIRE W/ i PER PLAN ���t T'�HAN 6'-0" LONG) :� �+9'-10,; „ ( SUSPENDEDCLG.. . ����71,SPLAY NV GRID A FOL BE�/ F�O�UHR CORNE' •� FIXTURE WITH ONE (T1) 4sa MAX. 45° MAX. NO. 12 GA. WIRE HANGER AT EACH CORNER 4 TURNS OF �yp�CAL • SPLAY WIRE I MAIN RUNNER ° 1 1 /2" FOR 12 G' CROSS RUNNER ► rr ,�.� '_ ° 0TIGHT SUSPENDED CLG. CONT. TOP T CK 4 TURNSSUPPO HANGER WIRE W/ 3 3 5 8 MTL STUD .: x+9 _� zo .-t 25 G.A. AT 16" O.C.. CEMCO OR EQUAL ER -4943P ��� 1 �• v.3 1 2" SOUNDgS�UP�P�OpR�TNE�DINA�T / INSIDE EQUIP. RM ONLY "X"GYP /8" MTL STUD 5/8A. NOTE: USE 8 GA. WIRE AT SUSPENDED DRYWALL /PLASTER 12 GA. WIRE AT ACOUSTIC ALL SUPPORT WIRES ANCHORED TO MAIN COMPONENTS ABOVE TIGHT TURNS CEILING AND CEILINGS SHALL BE STRUCTURAL I ,� W/ R-13 INSULATION , 5/8"TYPE -� ` a W• 25 AT 16" O.C. TYPE "X" GYP 'n .. BD. BOTH SIDES \ n • 1/2" SOUND BOARD BD. B .BOTH SIDES NOTE: ALL WALL MOUNTED TV'S TO RECEIVE 3 BAYS OF BLOCKING EXISTING CONCRETE SLAB •4 I P.� 3 INSIDE EQUIP. RM ONLY 30N pIN AT �4 TRACK D.C.CCK (ER 5001) NNGG EIVED CONT. BOTfOMollig. OIi SLAB ETE qr� TUKWfLA -n CT' (ESR 1I95o) I 1 JAN 2 2 2014 PERMIT CENTER SPLAY / WIRE ATTACHEMENT SCALE: NTS 5 CEILING SWAY BRACE SCALE: NTS 4 RAD BOARD BACKING & OUTLET PLACEMENT SCALE: 3/8" = 1'-0" 3 EQUIPMENT ROOM WALL W/ SOUND BOARD SCALE: 1-1/2" = 1'-0" 2 TYPICAL PARTITION WALL - SCALE: 1-1/2" = 1'-0" 1 The plans, Ideas, arrangements and designs Indicated or represented by this drawing are owned by, and are the property of PACIFIC DENTAL SERVICES, INC, and were canted and developed solely for use on, and In connection with MIs specific project, and shall not be used, in whole or In part, for any purpose for which they were not originally Intended without written permission from PACIFIC DENTAL SERVICES, INC 0 2013. OFFICE 350 BID SET ISSUE: FOR CONSTRUCTION SET ISSUE: DATE REVISION w w 1-1> LL 0 CL J I--- . z Qz 0 LLI L4 i— Uw LL �' J <61;- W IZ D •tro� N N 0 cci t.QcflW cc LL X W Q aa." W U 1— Q W -J -- LU W OC na ozco SHEET TITLE DETAILS SCHEDULES DRAWN TE CHECKED JAM/BW DATE 10-29-13 SUB DATE 12-23-13 PROJECT NO. TUK_WA/#350 SHEET NO. • REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 6 2014 • City of Tukwila BUILDING DIVISION - 20 - 19 - 18 - 17 - 16 III h-5/8" •" STUD STUD OOD BOTTOM PLATE (2` METAL 2X6 STUD FRAMING R PLAN WD BACKING FIRST 3 BAYS 'kN .-a, M _ WOOD TOP PLATE ALL DIMENSIONS SHOWN ARE FRAMING 24' 36" MIRROR WITH SPACER SLUTTER MOLDING AROUND TOP BEHIND MIRROR FLUSH WITH TILE. Mil, — 12" TILE X 24" o ��ACROSS } a m 0 a o CAtY3 SEE PLAN FOR LOCATION - 15 - 14 BATHROOM TILE ELEVATION SCALE: 1/4" = 1'-0" 13 CABINET BACKING SCALE: 3/8" = 1'-0" 12 SECTION CUT @ INFO WALL SCALE: 3/8" = 1'-0" 11 48" �i PAINT STRIPE 2X6 STUD 2X2 RECESSED FRAMING 3'-0" SEE A-1.1 FOR MORE INFO _ ' ' N - � I I I I CABINET MEM o♦ 5: - IJ OPERATORY CABINET, TYPICAL (WALL HUNG) AREAOF2XST!DS fV I I I I ` ?'I 1/� I I FLUSH WITH BA„K OF WALL NOTES: 1. ALL CABINETS TO BE MELAMINE FINISH, WHITE W/ ADJUSTABLE SHELVES. 3. LAMINATED COUNTER TOPS WITH BULL NOSE EDGE AND INTEGRATED 4" SPLASH. 4. PROVIDE CABINET BACKING @ +32" HIGH TOP OF BLOCKING 5. PROVIDE A 2-1/2" GROMMET 1-1/2" AWAY FROM WALL ABOVE EACH DATA/RECEPTACLE COMBO AT ALL MILLWORK (GROMMET PROVIDED BY PDS, INSTALLED BY GC) SEE FIXTURIZATION MANUAL FOR MORE INFORMATION SEE DETAIL 7 FOR _ en � M 2X6 STUD t0 MORE INFO. - 0 0 N 1:n - 10 TYPICAL MAGAZINE RACK SCALE: 3/8" = 1'-0" 9 TYPICAL PATIENT CHART RACK SCALE: 3/8" = 1'-0" 8 OPERATORY CABINET SCALE: 1/4" = 1'-0" 7 INFO WALL 'INSET' FRAMING SCALE: 3/8" = 1'-0" 6 y RECEIVED 11 CITY OF TUKWILA I 3411011. 0 3 7 0 8'-8"TYP. SEE A-1 JAN 222014 PERMIT CENTER CABLES FRAMES " 31 -a 1/2 WMOUNTED NAW/ BACKING�L /" 3,/2" -0 1/2 —7"g"/ • • • SCREW 1HRGUGH PANEL •'` ' �' ` 0- _ a , /4'-3/85GAP L ACRYLIC PANEL 4. (2) TWO HOLE STRAPS \ 1" RIDGED CONDUIT 32" ON CENTER '-�-' fr • , • BRACKETS TO HOLD Co 5'X11" � II �� BS' I I p DE��J��pp `JQL� n C! 32°TV 520"X31'cew IL 1 I CEMENTED INTO SLAB 1'-0" DEEP 1 FOR EVERY 32" ¢ GROUP I I 8.5' X 14' c.i I L. as"xlr o �' N OF LOW WALL VA1ES SEE P/N 5' 9" OVERALL RECESS ocL • • ACRYLLIC PANEL STUDS 16" ON CENTER M II m SEE A-1.1 FOR PAINT CALLOUT • ACRYLIC PANEL ELEVATION SCALE: 3/8"=1'-0" 5 ACRYLIC PANEL SECTION SCALE: 3/8"=V-0" 4 LOW WALL SUPPORT SCALE: 3/8" = 1'-0" 3 RECEPTION SIGN BACKER BOARD SCALE: 3/8" = 1'-0" 2 INFO WALL SCALE: 3/8"" = V-0" 1 the plans, Ideas, arrangements and designs Indicated or represented by this dmNng are owned by, and are the cCIFIC SRueES, g wererea�end developed solely forson, and In connection with this specific prnJeG, and shall not be used, In whole or In part, for any purpose for which they were not originally Intended without mitten permission from PACIFIC DENTAL SERVICES, INC O 2013. OFFICE 350 BID SET ISSUE: FOR CONSTRUCTION SET ISSUE: DATE REVISION F— Z W W > LL O- J mo-- z 6 z W ct: 0a 00 CO 1-1 CO cv F— "CrO g N1- N 0 CD 06 od QM(C)W tiF L)CW QLI-Q W U I- Q W U Ce na oz o > d. #IS SHEET TITLE DETAILS & ELEVATIONS DRAWN TE CHECKED JAM/BW DATE 10-29-13 SUB DATE 12-23-13 PROJECT NO. TUK_WA/#350 SHEET NO. A_ 1 ■ 2012 Washington State Energy COde Compliance Forms for Commercial, Group R1 and > 3 story R2 and R3 MechanicalfSumma SYMBOL f ;``f MECH-SUM 2012 Washington State Energy Code Com liarice Forms (dr Cornmercial, Grt up Ri, and 3 story R2 and 123.Reid trinezst3. pI0?CCt rli)f0 j project Address roj 17420 aouthaentaz-8atkway, Date 6/312013 Tukwili,- TA 96188 For Building Dept.Use_ .. 80 Applicant Hama:, araadoo Kau. Applicant' Address: 2c44 calitora.a-Ace Corona, CA 02081 Applicant Phone:: (sat) A82-5150 Project Description Bdefly describe mechanical system type and featurei. Includes Plans: 3 EXISTING mechanical units Drawings must contain notes requiring compliance with commissioning provisions per Section C408 Compliance Option 0 Simple System.. ' Complex System Systems Analysis, Equipment St hedale9 The following information is required to be Incorporated with the mechanical equipment schedules on the plans. For projects Without plans, fill ln:the required Information below.' Cooling Equipment Schedule Equip. ID'. Equip Type Brand Name' Model No) Capacity* mum • .OSA CFM orEcono? SEER • . or EER'. •ipj f' Ecanmlzer Optionor Exception' Heat • Recovery YIN : ' 50 1 EXISTING tac. TRANS xcoo48e3r,Osa 49 '`160 13 i 35 DEG. x AC.2 R-1 BX. LENNOX LCA1e29Ft1Y 104 340 .12 18" X 18" 700 N. Ac 3. PERFOR. EXISTING AC 49 160 13 R-3 KRUEGER 1190 a 0-1400 1,600 PERFOR. FRAME 32 FOR T -BAR 13 EXISTING Heating Equipment:Schedule Equip. ID' Equip Type Brand Ramat Model No) Capacity? Btuth' OSA ctm or Ecnno7 Input Btuh Output Stub Efficiency* Heat Recovery YIN AC 1 EX. INANE uea036114s 140 160 13 N AC.2 EX. LENNOX 040120E0 4 297 340 .12 R Ac 3 exxsTZNc 140 160 13 N Fan' Equipment Schedule Equip. so: Equip Type Brand Name' Model No.' CFM : Sp! HP/ENP Flow ConUola Location of Service; Service Equip. ID Water Equip Type Heating Equipment Brand Name' Schedule Model Ne.' Input Capacity Sub- Category EFr Location of Service' t it available. 2 As tested according to Table C403.2:3(1)A ihru C403.2.3(8)., 3 If required. ? COP, HSPF, Combustion Efficiency, or AFUE, as applicable. s Flow control types: variable air volume-(VAV), constant volume (CV), or variable speed (VS). 4' Economizer orception number per 0 EXHAUST FAN SCHEDULE SYMBOL MANUFACT. MODEL NO. MANUFACT. MODEL NO. QUANTITY CFM REMARKS REMARKS BROAN 684 4 80 @ RESTROOMS TIE IN WITH LIGHT SWITCH ® 400 OUTSIDE DIMENSION © OR EQUAL QTY _ @ EQUIPMENT ROOM TIE IN WITH EQUIPMENT SWITCH IN STERILZATION ® KRUEGER 1240P 12" X 12' 200-380 UNDERCUT DOOR 3/4" @ PHONE ROOM W/ LINE VOLTAGE T -STAT, SET AT 72 DEGREES MECHANICAL NOTES: 1. RETURN AIR GRILLE- CUBE TYPE, 'TITUS' PAR OR EQUAL. SUPPLY AIR REGISTER, 'TITUS' PCS OR EQUAL. 2. REGISTERS AND GRILLS INSTALLED IN T -BAR CEILING SHALL BE ATTACHED TO GRID AT EACH CORNER WITH S.M. SCREWS OR CLIPS. 3. DUCTING SHALL BE FLEX DUCT AND ATTACHED TO GRILLES, REGISTERS, COLLARS AND TRANSITIONS ACCORDING TO THEIR LISTING I.E. TWO WRAPS OF U.L. 181 TAPE ON INSIDE LINER AND P -STRAP AND 2 WRAPS U.L. 181 TAPE OR P -STRAP OR BOTH ON OUTSIDE COVER, ALL SPLICES SHALL BE SLEEVED. 4. FOR T -BAR LAYOUT SEE E-2. 5. EXHAUST FAN SUPPLIED BY ELECTRICIAN, DUCT WORK CONNECT BY MECHANICAL CONTRACTOR. 6. 24"X 21" LINED SUPPLY AND 27" X 18" LINED RETURN AIR DUCTS UP THRU ROOF TO HVAC UNIT. TERMINATE DUCTS AT 12'-0" A.F.F. 7. 12" X 18" LINED SUPPLY AND 12" X 18" LINED RETURN AIR DUCTS UP THRU ROOF TO HVAC UNIT. 8. T -STAT AT 48" A.F.F. W/ #9 18 G.A. MIN FOR T -STAT WIRE. AIR DISTRIBUTION SCHEDULE SYMBOL MANUFACT. MODEL NO. SIZE CFM CAPACITY MAX NECK VELOCITY TYPE REMARKS INSIDE DIMENSION ® KRUEGER 1240P 8" X 8" 0-200 400 OUTSIDE DIMENSION MODULAR PERFOR. FRAME 32 FOR T -BAR QTY _ SCH ® KRUEGER 1240P 12" X 12' 200-380 UNDERCUT DOOR 3/4" VTR MODULAR PERFOR. FRAME 32 FOR T -BAR 160 OSA _ 13 EXISTING KRUEGER 1190 8" X 8" 100 35 DEG. GYP. BD. MOUNTING LENNOX (EXISTING) LGA1O2SH1Y R-1 8.5 R-2 KRUEGER C1190 18" X 18" 700 PERFOR. GYP. BD. MOUNTING AC R-3 KRUEGER 1190 22" X 22' 0-1400 1,600 PERFOR. FRAME 32 FOR T -BAR 13 24" x 24" AIR SUPPLY REG. TYPICAL, U.N.O. MECHANICAL ABBREVIATIONS ABV. ABOVE CD CONDENSATE DRAIN EXIST. EXISTING ID. INSIDE DIMENSION NO. NUMBER OC ON CENTER OD OUTSIDE DIMENSION POC POINT OF CONNECTION QTY QUANTITY SCH SCHEDULE STAT THERMOSTAT UC UNDERCUT DOOR 3/4" VTR VENT THRU ROOF 160 OSA 13 ' v V EXISTING GAS/ELECTRIC PACKAGE ROOFTOP SCHEDULE SYMBOL MANUFACT. MODEL NO. QUANTITY COOLING TONS HEATING SUPPLY FAN SUPPLY FAN OUTSIDE AIR EER SEER TOTAL UNIT WEIGHT 1ST STAGE INPUT OUTPUT CFM ESP CFM TRANE (EXISTING) 1 4 1,600 160 OSA 13 EXISTING ACYCDO48C3LOBE LENNOX (EXISTING) LGA1O2SH1Y 1 8.5 3,400 340 OSA 12 EXISTING AC EXISTING 1 4 1,600 160 OSA 13 EXISTING AC 4" DIA. VENT TO ROOF EXHAUST DRYER, +48" TO CENTER WITH 90 W/ FLAPPER MIN. 10'-0" FROM HVAC INTAKE NEW EXHAUST FAN rLw'� k ,, �'f���l� ����!t� :.: � �, , ,� ��� '° i ... ,. , �. 4E" .. ax.<�:, ;�,b7 `� n•. 3 RECEPTION 102 CONSULT 103 \50/ 00 6" \ n TI ??? 4 TON ACS t \720 14" "WAIIINIG �l 100 1 41,1, (E)SD =I CD X -RAY -RM -1 104 01 18" 2" DIA. VENT TO ROOF DIRECT CONNECT FRESH AIR TO COMPRESSOR MIN. 10'-0" FROM ANY is EXHAUST VENT LAB XISTIN t 0 i -100 .? 6 0/ / 125 8.5 TOA ;DI OP -11 STERILIZATION 124 1 E UIP 119 NEW EXHAUST FAN IN EQUIPMENT RM. TIE TO EQUIPMENT. SEE E-1 FOR MORE INFORMATION OP -9 OP -2 106 .?80/ 116 )SD LISllNGI4ON a' I �rI . r-1 I I OP -12 118 S-2 X65, OP -10 117 S— .?60/ N .? 6 0, 0,, S-2 .60/ AC— 2 a' OP -3 107 �S— 2 60 7'-6" "s - X60, X / FLEX -4 q60, FLEX -5 1,489 mss - SOP -8 115 400, /5- \.70, J q 6 0/ FLEX -6 TOILET UC 112 .20/ L q 7 0, SOP -7 X-RAY RM -2 108 109 110 111 TOILET UC 113 114 y 400/ . .: NEW EXHAUST FAN, TYP OF 2. IN RESTROOMS TIE TO LIGHT SWITCH OUTSIDE AIR MECHANICAL VENTILATION CALCULATION, PER IMC SECTION 403.2: (PER TABLE 403.3 ) TOTAL SUITE= 3,538 S.F. TOTAL OFFICE SPACE= 1,045 S.F. TOTAL RECEPTION AREA= 563 S.F. TOTAL PROCEDURE ROOMS= 1,486 S.F. TOTAL LAB= 335 S.F. TOTAL TOILET ROOMS= 109 S.F. OFFICE: 1,045 S.F. X .20 CFM = 209 CFM REQUIRED RECEPTION: 563 S.F. X .15 CFM = 84 CFM REQUIRED PROCEDURE: 1,486 S.F. X .15 CFM = 222 CFM REQUIRED LAB: 335 S.F. X .20 CFM = 67 CFM REQUIRED TOILET: NOT INCLUDED- CFM EXCHANGED VIA EXHAUST FAN TOTAL CFM REQUIRED- 582 EXISTING (2) 4 -TON AC UNITS (160 CFM) EXISTING (1) 8.5 -TON AC UNIT (340 CFM) TOTAL OSA CFM PROVIDED- 660 CFM TOTAL OF 660 CFM PROVIDED / 582 CFM REQUIRED REFLECTED CEILIN PLAN LA t N NORTH MECHANICAL PLAN: SCALE: 1/4" = 1'-0" 20" 12" p 13- d37 (o SYMBOL LEGEND: X SD uc 2X2 SUPPLY AIR GRILL 2X2 RETURN AIR GRILL RECEIVED CITY OF TUKWILA JAN 2 2 2014 PERMIT CENTER SUPPLY -DUCT WORK (NO. = SIZE OF DUCT) RETURN -DUCT WORK (NO. = SIZE OF DUCT) EXHAUST FAN- BROAN 80 CFM OR EQUAL SMOKE DETECTOR, (EXISTING) T -STAT, INSTALL PER PLAN; PROVIDED BY PDS3EPARATE UNDERCUT PERMIT AND APPROVAL REQUIRED The piers, Ideas, arrangements and designs Indicated or represented by this drawing ere owned by, end ere the created andperty of PACIFIC DENTAL developed solelyERVICES, foruse on, and and were In connect on with this specific project, and shag not be used, In whole or In part, for any purpose for Well they were not originally Intended without wrRben permission from PACIFIC DENTAL SERVICES, INC 0 2013. OFFICE 350 BID SET ISSUE: FOR CONSTRUCTION SET ISSUE: DATE REVISION 1-17-14 ® CITY COMMENTS 6 W W w > LL c O ma - 1 -1 < o W � °` i� 1-- a w 0 I.L. w C%) J F— w SHEET TITLE MECHANICAL PLAN DRAWN TE CHECKED JAM/BW DATE 10-29-13 SUB DATE 12-23-13 PROJECT NO. TUK_WA/#350 SHEET NO. M-1 PLUMBING FIXTURE SCHEDULE ITEM FIXTURE DESCRIPTION ANGLE STOP WATER CLOSET GERBER TANK 21-318 ELONGATED BOWL & TANK 'ULTRA FLUSH' PRESSURE -ASSIST TOILET, FLOOR MOUNTED, ELONGATED BOWL, WATER SAVER, COMPLETE WITH OPEN SEAT BEMIS 1955C, OR EQUAL. TO BE ADA COMPLIANT ® REP B.V. LAVATORY GERBER 12-654 'MONTICELLO' LEDGE TYPE' 20" X 18" WALL HUNG, WITH DELTA 501 -DST FAUCET. TO BE ADA COMPLIANT LA CW COLD WATER SINK STAINLESS STEEL SINK FHP BS602 W/ DELTA 1903 -DST, SELF -RIMMING, 16" X 15" X 6-1/2 DEEP (SINK PROVIDED BY OTHERS) © MP FLR. SINK DOUBLE COMPARTMENT STAINLESS STEEL SINK FHP DS804 WITH DELTA 140 -DST, SELF -RIMMING, 19" X 36" X 6-1/2 DEEP (SINK PROVIDED BY OTHERS) © O INDIRECT WASTE WALLCLEANOUT ZURNSTAINLESS NO. Z-1446-NH-Z-VPSTEELCOVER, OR EQUAL, COMPLETE WITH SMOOTH VANDAL PROOF POLISHED CO 1 POC WATER HEATER GLASS LINED ELECTRIC 12 GALLON STORAGE, BRADFORD WHITE M-1-12UT6SS, 27-3/4" HEIGHT RECOVERY = 10 G.P.H AT 60° F RISE, 120 VOLT, 1 PHASE. OPERATING WEIGHT = 150 LBS. ® © B WASHER BOX GUY GRAY NO. BB -200, OR EQUAL, RECESSED BOX UNIT, COMPLETED WTIH 1/2" HOT AND COLD WATER VALVES WITH VACUUM BREAKERS, 2" DRAIN CONNECITON AND P -TRAP IN WALL \ 1 / TRAP PRIMER TANK 1/2" CW, WILKINS NO. WXTP-8, SUSPENDED, 2 GALLON, DIAPHRAM TYPE, PRE -PRESSURIZE WITH WELDED EXTEIOR , BUTYL DIAPHRAM ADN EPDXY COATED EXTERIOR. ®EXPANSION MP VENT BACKFLOW PREVENTOR 3/4" WATTS 009QT / BP 1 WC VENT 2" VENT THRU ROOF m MP WATER HEATER FLOOR SINK ZURN NO. Z -1910 -NH -2, CAST IRON W / 1" AIR GAP ABOVE RIM OF SINK ® WI PLASTER TRAP GLECO TRAP SYSTEM GT -64, COMPLETE WITH REMOVABLE PVC SEDIMENT BUCKET WITH STAINLESS SCREEN AND GASKETED COVER. PROVIDE 3" BETWEEN BOTTOM OF BOTTLE AND CABINET BASE PANEL. (PROVIDED BY OTHERS) PT BV BALL VALVE RWV i" BRASS BALL VALVE #5595F (WATER TIE IN AT VACUUM) 1 VA DENTAL VACUUM VACSTAR MODEL 50, 25" H X 28"W X 16"D AIR TECHNIQUES 30A 2" AIR EXHAUST \ 1/ (AIR1jJ AIRDENTALAIRSTAR COMPRESSOR MODEL 50, 29"H X 33"W X 21"D AIR TECHNIQUES 8 AMP, Z" TYPE 'L' COPPER PIPING DISTRIBUTION, 2" FRESH AIR INTAKE. AM AMALGAM SEPARATOR SOLMETEX HG5-HV TYPE 2, INSTALL PER MANUFACTURE SPECIFICATIONS IN EQUIPMENT ROOM. PAN DRAIN TO BE IPED TO FLOORSINK BELOW W/ 1" AIRGAP MAIN SHUTOFF VALVE VENT THRU ROOF REDUCED PRESSURE BACKFLOW PREVENTER W/ DRAIN CUP PIPED TO FLOOR SINK W/ 1" AIR GAP WATER SOLENOID WATER FILTER WHEN APPLICABLE AIR WATER SEPARATOR W/ 2" CLEAN OUT VACUUM INLET @ 24" 1" AIR GAP rLOOR SINK EQUIPMENT ROOM WALL PLUMBING ABBREVIATIONS ABV. ABOVE A. S. ANGLE STOP BEL. BELOW BP BACKFLOW PREVENTOR B.V. BACK VALVE CO CLEANOUT CW COLD WATER DCW DENTIST CHAIR WATER F.U. FIXTURE UNIT FLR. FLOOR HW HOT WATER IW INDIRECT WASTE LA LAVATORY NO. NUMBER POC POINT OF CONNECTION S SINK SCH SCHEDULE SS STAINLESS STEEL TP TRAP PRIMER QTY QUANTITY V VENT VTR VENT THRU ROOF WB WASHER BOX WC WATER CLOSET WCO WALL CLEANOUT WH WATER HEATER CONDENSATE INDIRECT WASTE 2" DIA. VENT TO ROOF DIRECT CONNECT FRESH AIR TO COMPRESSOR MIN. 10'-0" FROM ANY EXHAUST VENT The plans, Ideas, arrangements and designs Indicated or represented by this dressing are owned by, and are the property rrea� end devvelloped solely SERVICES,CIFIC DENTAL r 0w INC,nIn were connection with this specifc project, and shall not be used, In whole ar In part, for any purpose for whldr they were not originally Intended without written permission from PACIFIC DENTAL SERVICES, INC 0 2013. OFFICE 350 .xx::. ......�tXc n ' . . ' ,.� £s • .......Ri.;tn�, £.�i'.�r�`> ;"; ti. , . : .i+ 'rr RECEPTION CONSULT CLOSET roogrogNESERONEMBER BID SET ISSUE: FOR CONSTRUCTION SET ISSUE: STORAGE REVISION _, I 1 C L_J EXISTING??? 4 TON WAITING LOCKE"'S EXISTING 8 VTR EXISTING 4 r_ I I C L_J PROVIDE CLEAN N OUT AT FLOOR SINK @ 48" A.F.F. 2" DIA. VENT TO ROOF FOR VACUUM EXHAUST @ +48" 10'-0" FROM ANY AIR INTAKE r -I I I ICI L_J SEE P-2 FOONTINUATION OF I I C L_J FLEX -4 FLEX -5 FLEX -6 X-RAY RM -2 PIPE SCHEDULE SERVICE LOCATION DESCRIPTION TYPE 'L' COPPER TYPE 'M' COPPER SCH. 40 ABS-DWV a Tr = vvi WATER INSIDE OUTSIDE WASTE ABV. FLR. BEL. GRADE VENT ABV. FLR. BEL. GRADE CONDENSATE INDIRECT WASTE INSIDE OUTSIDE VACCUM BEL. GRADE 1111/1-.011 00 00 00 Cal F - PLUMBING PLAN WASTE AND VENT: SCALE: 1/4" = 1'-0" NORTH COLD WATER COLD WATER DRILL 12' HOLE 4' DEEP TRAP PRIMER VALVE FLOOR SYMBOL LEGEND: FLOOR DRAIN S 113 BAR DOWEL (ALTERNATING) @24' O.C. 24' LONG AT MID SLAB FLOOR DRAIN/TRAP PRIMER VALVE PLUMBING NOTES: 1. TRAPS FOR ALL LAVATORIES AND SINKS SHALL TRAP STRAIGHT BACK TO WALL WITH ALL REQUIRED OFFSETS HAPPENING WITHIN THE WALL. 2. ALL PLUMBING WORK SHALL BE INSTALLED AS TO AVOID INTERFERENCE WITH ELECTRICAL AND MECHANICAL EQUIPMENT, AND STRUCTURAL FRAMING. 3. ALL CLEAN OUTS SHALL BE INSTALLED WHERE EASILY ACCESSIBLE. PROVIDE ALL CLEAN OUTS PER IPC. 4. ALL WASTE PIPING SHALL SLOPE AT 2% UNLESS OTHERWISE INDICATED ON PLANS. 5. ALL SEWER CONNECTIONS OR CHANGES IN DIRECTIONS SHALL BE MADE WITH APPROVED DRAINAGE Fi I I INGS 6. ALL PLUMBING FIXTUER VENT S TO TEMINATE A M IN. OF 12" FROM ANY VERTICAL SURFACE AND 10'-0" FROM ANY OUTSIDE AIR INTAKE AND UP TO TOP OF PARAPET WALL. V CD S= SEWER (IN GROUND) V= VENT THRU ROOF (ABOVE) CD= CONDENSATE TO FS; SIZE ON PLAN D 13 037 SHEET TITLE WASTE & VENT PLUMBING PLAN *SIZES AS INDICATED ON PLUMBING PLAN RECEIVED CITY OF TUKWILA JAN 222014 CHECKED JAM/BW 10-29-13 PERMIT CENTER SLAB POUR BACK DETAIL FLOOR DRAIN/ TRAP PRIMER THERE WILL BE NO SURGERY, ANESTHESIA NOR MEDICAL GASES ON PREMISES. SEPARATE PERMIT AND REQUIRED SUB DATE 12-23-13 PROJECT NO. TUK_WA/#350 SHEET NO. pl. 2' 0° X 3/4° PLYWOOD PLATFORM CDX 48/24 SPAN RATING 2x4" WD STUD ACROSS 3 STUDS NO. 10X4° SCREWS TO EA. STUD WATER HEATER PLATFORM APPLICABLE MODELS: CLINIC 1 AND CLINIC 4 OPERATORY PACKAGES CHAIR AMERICA 1 AND CHAIR AMERICA 4 OPERTORY PACKAGES UNIVERSAL 1 AND UNIVERSAL 4 OPERATORY PACKAGES OUTSIDE OF JUNCTION BOX 110W AC DUPLEX OUTLET TOE OF CHAIR COLD WATER 1/2" MALE PIPE THREAD IF APPLICABLE, SEE PLAN ALL CHAIR HOOK-UP 1/2" MALE PIPE TO BE WITHIN DASHED LINE THREAD CL UMBILICAL ENTRANCE 3/4" PVC SCH. 40 VACUUM LINE 110W AC DUPLEX OUTLET OUTSIDE OF JUNCTION BOX 1" PVC CONDUIT TO CEILING FOR FUTURE AIR 1/2" PI x 3/8" COMP ANGLE STOP 110V AC DUPLEX OUTLET — 3/4" FITTINGS PROVIDED BY DHP FACE TO INSIDE OF J -BOX FINISH FLOOR\ L_) ( l ) INSIDE OF JUN r� ON BOX idEg In J \ \ DENTAL CHAIR NOTE: SEE PLAN FOR DENTAL CHAIRS WATER TIE IN. WHEN THERE IS NO WATER HOOK UP TO CHAIRS, CHAIRS TO HAVE BOTTLE WATER SYSTEM AND ARE NOT HOOKED TO DOMESTIC WATER. DENTAL DELIVERY SYSTEM W/O CUSPIDOR 3/4" X 150 R.S.I. R&T RELIEF VALVE W/ DRAIN TO FLOOR SINK ANCHOR TO STUDS W/ 1/4" DIA X 2" BOLTS (TYR. OF 4) SRACEMAKER NO. &50 WATER HEATER SEISMIC RESTRAINT OF 2) MIN. 2/3 HEIGHT OF HEATER TO F.S. OR APPROVED DRAIN CW HW APPROVED BALL VALVE (TYPICAL) VACUUM RELIEF VALVE SECURE WATER HEATER TO WALL W/ SEISMIC RESTRAINTS APPROVED BY THE STATE SMITTY PAN W/ DRAIN CONNECT TO FLOOR SINK BELOW PLATFORM 5 WATER HEATER 3 PLUMBING ABBREVIATIONS ABV. ABOVE A. S. ANGLE STOP BEL. BELOW BP BACKFLOW PREVENTOR B.V. BACK VALVE CO CLEANOUT CW COLD WATER DCW DENTIST CHAIR WATER F.U. FIXTURE UNIT FLR. FLOOR HW HOT WATER IW INDIRECT WASTE LA LAVATORY NO. NUMBER POC POINT OF CONNECTION S SINK SCH SCHEDULE SS STAINLESS STEEL TP TRAP PRIMER QTY QUANTITY V VENT VTR VENT THRU ROOF WB WASHER BOX WC WATER CLOSET WCO WALL CLEANOUT WH WATER HEATER INDIRECT WASTE FIXTURE COUNT FIXTUREQ TY F. U. TOTAL BAR SINK 4 2 8 DBL. SINK 1 2 2 WASHER 1 4 4 FLR. SINK 1 2 2 LAV. SINK 2 1 2 TOILET. 2 2.5 5 TOTAL FIXTURE UNITS = 23 PIPE SCHEDULE SERVICE SERVICE LOCATION DESCRIPTION TYPE 'L' COPPER TYPE 'M' COPPER I SCH. 40 ABS-DWV I L) a e 0 -d- u") WATER INSIDE OUTSIDE WASTE ABV. FLR. BEL. GRADE VENT ABV. FLR. BEL. GRADE INDIRECT WASTE INSIDE OUTSIDE VACCUM BEL GRADE F 0 Ln ,�t: : . t Jo RECEPTION CLOSET CONSULT STORAGE LOUNGE LOCKERS WAITING 1/2"CW +48" DCA + CHAIR UTILITY BOX ON SLAB., SEE DETAIL 5/P-2, TYPICAL DCV=1-1/4" LINE W/ 3/4" OUTLETS EACH CHAIR, TYPICAL UIP DCA— DCA— DCA CA— DCA -I— DC — DCA DCA- ]WA DCA— DCA— DCA DCW=1/2" _INE W/ 1/8" OUTLETS AT EACH CHAIR, TYPICAL DCA— DCA I I I I I I I L___J L___J 1/2" Cyy -3/4" C1R 3/4" HWh DCV DCV DCV — DCV DCV=1-1/4" UNE W/ 3/4" OUTL OP -9 AT EACH CHAIR, TYPICAL DCV -- DCV 06 DCA,- DCA CW -1/2" LIVE W/ 1/8" OU AT EAC -I CHAIR, TYPICAL �— DCA— DCA 1/2" TYPE 'L' COPPER, TYPICAL 1/2" TYPE 'L' COPPER, TYPICAL TOILET FLEX -4 FLEX -5 FLEX-6 X-RAY RM -2 DCV DCA DCV — ITCV — DCV DCA— DCA DI�-JF3 DCA DCA— Ial IIC171 pi / WATER INLET BV BACKFLOW " "Tcp---- PREVENTER BV - BALL VALVE WATER SOLENOID BV WATER FILTER (ONLY WHEN CHAIRS HOOKED TO WATER SYSTEM) TO CHAIRS OR TO VACUUM NOTE TO GC: MULTIPLE VACUUM LINES - VACUUM LINES TO MANIFOLD TOGETHER WITH 1-1/2" PVC IN EQUIPMENT ROOM OUTSIDE OF WALL. NO MORE THAN SIX (6) CHAIRS TO ONE VACUUM LINE. BACKFLOW SYSTEM • WATER PLUMBING PLAN: SCALE: 1/4" = l'-0" SYMBOL LEGEND: NOTE: PLUMBING FIXTURE SCHEDULE- SEE SHEET P-1 — CW — — — CW= COLD WATER LINE (IN GROUND) -HW - - DCV — — — HW= HOT WATER LINE (IN GROUND) NORTH _ _ D = DENTAL ; R VACUUM (IN GROUND) A -"-"---DCA-"-"- DCA= DENTAL CHAIR AIR (IN GROUND) © EXISTING REMOTE READ WATER READER HOT WATER INLET COLD WATER INLET_ 1/2" AIR INLET 3' 72" HIGH SHELF, o FLOOR SINK ''o WATER HEATER__ WATER FILTER_ WATER SOLENOID. "it'\;i6.' F l r BACK FLOW PREVENTER__ 1-1/4" WATER I 1/2" VACUUM INLET @2' ENLARGED UTLITY ROOM i *SIZES AS INDICATED ON PLUMBING PLAN RECEIVED CITY OF TUKWILA JAN 2 2 2Citt PERMIT CENTER CITY NOTE: WATER, AIR, AND VACUUM SYSTEM WILL NEED TO BE VERIFIED BY AN APPROVED THIRD PARTY MEDICAL GAS FIRM PER CHAPTER 13 OF THE UNIFORM PLUMBING CODE. THE REQUIRED REPORT SHALL BE SUBMITTED TO THIS JURISDICTION PRIOR TO FINAL APPROVAL BY THE CITY PLUMBING INSPECTOR. THERE WILL BE NO SURGERY, ANESTHESIA NOR MEDICAL GASES ON PREMISES. The plans, Ideas, arrangements and designs Indicated or represented by this drawing are owned by, end are the propertyof PACIFIC DENTAL ttod nd developed solely fon use co, re' were and In cannection with this specific project, and shell not be used, In whole or In part, for any purpose for which they were not originally Intended without rotten permission from PACIFIC DENTAL SERVICES, INC O 2013. OFFICE 350 BID SET ISSUE: FOR CONSTRUCTION SET ISSUE: DATE REVISION 1-17-14 ® CITY COMMENTS 6 V I— Z LU M !-1 c O Z J `C I— _ O W Ile -0 I-- ro ecs a. L CO CO CV Citi U Q (n tic CN • CNI Nt 0 N N O gw LL X w <C UL U g z w cpU o ¢ w • °• zoo elt ti 0 bE P ;NV E 13E, g\IO Vikt. SHEET TITLE WATER PLUMBING PLAN DRAWN TE CHECKED JAM/BW DATE 10-29-13 SUB DATE 12-23-13 PROJECT NO. TUK_WA/#350 SHEET NO. p-2 A.C. BREAKER ASSIGNMENTS EXISTING PANEL A- SUITE-400AMP, 3 PHASE, 4 WIRE, 3 POLE 120/208 VOLT RELOCATE, FLUSH MOUNT - FS LOCATION WATTAGE CIR/BRKR NO. /- / FS LOCATION WATTAGE CIR/BRKR NO. TIME CLOCK -....._. / A B C DS © QUAD OUTLET A B C O ASF - +48" O DS 1 VACUUM 1665 O LOOP BACK TO FS (FOR SECONDARY PANO/CEPH IN XRAY -1 ) 40 2 1 2 COMPRESSOR 935 20 2 1 DS 3 VACUUM OP LIGHTS 1665 1080 4 COMPRESSOR 13 935 STERILIZATION 5 LAUNDRY 20 / 1 8 2500 30 2 1 6 AUTOCLAVE SWITCH FOR SOLENOID, EQUIPMENT EXHAUST FAN , OUTLET AND SWITCH, (PROVIDED BY PDS) 1200 1100 20 2 1 DS 7 LAUNDRY 2500 6 8 AUTOCLAVE 1100 654 9 SPACE 8 RECEPTION 1260 10 CEPH 1800 9 20 2 1 DEC 11 SPACE 10 RECEPTION 900 12 CEPH 1800 CHAIRS 13 SPACE 900 20 / 1 4 12 X-RAYS 14 SPACE 225 20 / 1 1 13 CHAIRS 15 SPACE 20 / 1 3 14 X-RAYS 16 SPACE 20 / 1 2 15 OP PLUGS 17 SPACE 20 / 1 8 16 WATER SELONDID 18 SPACE 20 / 1 1 DS 17 OP PLUGS 19 SPACE 1440 20 I 1 8 18 WATER HEATER 20 SPACE 1600 20 / 1 1 DS 19 OP PLUGS 21 SPACE 20 / 1 8 20 SIGNAGE 22 SPACE 20 / 1 2 21 OP PLUGS 23 SPACE 20 / 1 8 22 SIGNAGE 24 SPACE 20 / 1 1 23 OP PLUGS 25 SPACE 1440 20 / 1 8 24 X-RAYS 26 SPACE 400 20 / 1 2 25 OP PLUGS 27 SPACE 20 / 1 3 26 X-RAYS RM -2 28 SPACE 20 / 1 2 DED 27 SERVER 29 SPACE 20 / 1 3 28 SPACE 30 SPACE 29 DS 31 EX A/C 1 3320 20 / 1 6 50 3 1 32 EX A/C 3 3320 50 3 1 DS 33 EX A/C 1 3320 20 / 1 34 EX A/C 3 SPACE 3320 35 EX A/C 1 3320 36 EX A/C 3 3320 DS 37 EX A/C 2 4131 70 3 1 38 EXSUB PANEL B 3835 SPACE 70 3 1 39 EX A/C 2 SPACE 4131 40 EXSUB PANEL B 3835 37 41 EX A/C 2 4131 42 EXSUB PANEL B SPACE 3835 39 SPACE 40 SPACE 41 SPACE 42 SPACE TOTAL: 11616 9116 9951 TOTAL: 9190 9890 10055 PHASE TOTAL: 20806 19006 20006 TOTAL WATTS: 59818 LCL 8330 X 1.25 10412.5 AC LCL 12393 X 1.25 15491.3 MISC. LOAD 59818 20723 39095 TOTAL LOAD 64999 TOTAL AMPS 180.5521 AMPS @ 120/208V -30-4W BW A.C. BREAKER ASSIGNMENTS EXISTING SUB -PANEL B- SUITE-125AMP, 3 PHASE, 4 WIRE, 3 POLE 120/208 VOLT RELOCATE, FLUSH MOUNT - FS LOCATION WATTAGE CIR/BRKR NO. /- / FS LOCATION WATTAGE CIR/BRKR NO. TIME CLOCK -....._. / A B C DS © QUAD OUTLET A B C O ASF - +48" O F- C.1)N 1 HALLWAY LIGHTS 738 O LOOP BACK TO FS (FOR SECONDARY PANO/CEPH IN XRAY -1 ) 20 / 1 13 2 X-RAYS RM -1 585 20 / 1 3 WIRELESS HUB IN UPPER CABINET JB 3 OP LIGHTS + 48" A.F.F. LOCATED WITHIN 12" OF DOORWAY, U.N.O. 1080 NOTION SENSOR SWITCH + 48" A.F.F. (RESTROOMS, LOUNGE, CONSULT) 20 / 1 13 4 STERILIZATION 1440 Q. 20 / 1 8 �q�. " SI SWITCH FOR EXTERIOR SIGNAGE (PROVIDED BY PDS) 5 OP LIGHTS _pq_ " SF SWITCH FOR SOLENOID, EQUIPMENT EXHAUST FAN , OUTLET AND SWITCH, (PROVIDED BY PDS) 1200 20 / 1 14 6 STERILIZATION 1080 20 / 1 6 7 RECEPT. LIGHTS 654 20 / 1 28 8 RECEPTION 1260 20 / 1 7 9 CHAIRS 1200 20 / 1 4 10 RECEPTION 900 20 / 1 5 11 CHAIRS 900 20 / 1 4 12 X-RAYS 225 20 / 1 1 13 CHAIRS 900 20 / 1 3 14 X-RAYS 450 20 / 1 2 15 OP PLUGS 1440 20 / 1 8 16 WATER SELONDID 400 20 / 1 1 DS 17 OP PLUGS 1440 20 I 1 8 18 WATER HEATER 1600 20 / 1 1 DS 19 OP PLUGS 1440 20 / 1 8 20 SIGNAGE 800 20 / 1 2 21 OP PLUGS 1440 20 / 1 8 22 SIGNAGE 400 20 / 1 1 23 OP PLUGS 1440 20 / 1 8 24 X-RAYS 400 20 / 1 2 25 OP PLUGS 540 20 / 1 3 26 X-RAYS RM -2 405 20 / 1 2 DED 27 SERVER 540 20 / 1 3 28 SPACE 29 LOUNGE 900 20 / 1 6 30 SPACE 31 CHAIRS 900 20 / 1 3 32 SPACE 33 SPACE 34 SPACE 35 SPACE 36 SPACE 37 SPACE 38 SPACE 39 SPACE 40 SPACE 41 SPACE 42 SPACE TOTAL: 5172 5700 5880 TOTAL: 3500 3140 3305 PHASE TOTAL: 8672 8840 9185 TOTAL WATTS: 26697 LCL 3672 X 1.25 4590 AC LCL 0 X 1.25 0 MISC. LOAD 26697 3672 23025 TOTAL LOAD 27615 TOTAL AMPS I 76.70833 AMPS @ 120/208V -30-4W BW HOT WATER HEATER DISCONNECT SWITCH@ 72" 72" HIGH SHELF 3 -BOX @ 48" FOR WATER SOLENOID VACUUM DISCONNECT/ SWITCH @ 48" ENLARGED EQUIPMENT ROOM: SCALE: 1/2" = l' -oil POWER NOTES: 1. REFER TO SHEET E-2- LIGHTING PLAN, FOR MORE NOTES 2. ALL CONDUCTORS TO BE COPPER, CONDUCTOR SIZE SHOWN IN 'BREAKER ASSIGNMENTS' ABOVE. 3. ALL CONDUIT TO BE FLEX CABLE PER 2008 N.E.C. 4. LABEL ALL CIRCUITS AT SUBPANEL. 5. PROVIDE DISCONNECT FOR WATER HEATER AND HARDWIRE PER MANUFACTURERS SPECS. PROVIDE 30" X 36" CLEAR SPACE IN FRONT OF WATER HEATER CONTROLS, DISCONNECT AND ALL OTHER ELECTRICAL EQUIPMENT. DENTAL OFFICE NOTE: ALL PATIENT CARE RECEPTACLE AND FIXED EQUIPMENT SHALL BE GROUNDED BY AN INSULATED COPPER CONDUCTOR, IN ADDITION THE CIRCUIT SERVING PATIENT CARE RECEPTACLES AND FIXED EQUIPMENT SHALL BE INSTALLED IN A METAL RACEWAY OR CABLE WHICH QUALIFIES AS AN EQUIPMENT GROUNDING RETURN PATH PER N.E.C. SECTION 517-13 (a) & 517-17 (b). SWITCHES FOR SIGNS NUMBER VARIES PER OFFICE, SEE PLAN IGHTING CONTROL PANEL lip 30 HOR �� "HOR�� a ...►�]` RECEP CONSULT& CLOSET UNGE 29 ® "1 23 ��► I PB -23 27 STORAGE +9.; LOCKE WAITING 0 r 22 -1f I I I I I I L__1 L.__J PB -22 TOILET PANEL -A PANEL -B +o' FIRE IS TOILET .tf0.. . � % ...' / .� . • �%%§"� gyros �'P�,',f< . .. 351411Figalk MESININEMINNOWO Magaggiiidediikab.se EQUIPMENT CONTROL DIAGRAM: CIRCUIT -PB-18 3 -BOX W/TOGGLE SWITCH FOR WATER SOLENOID VALVE LIGHTED EQUIPMENT SWITCH (IN STERILIZATION) POWER SYMBOL LEGEND: LOCATION - FS +jam MEDICAL GRADE MC CABLE 220® 220/240 VOLT RECEPTICAL - SINGLE RECEPT. NO. 5821 LEVITON OR EQUAL 20A/250 /- / FS X-RAY OUTLET = +42"H. TWO COMPARTMENT GANG BOX ONE SIDE FOR FS, ONE SIDE FOR XR �, + �� 2 0 GFI PROTECTED #8 FOR 40 AMPS TIME CLOCK -....._. / CHAIR OUTLET (FLOOR) DISCONNECT SWITCH DS © QUAD OUTLET DEDICATED RECEPTICAL DED O ASF - +48" O F- C.1)N SI 5/8" RAISED SINGLE GANG P -RING W/ 1-1/2' HOLECONDUIT IN TOP PLATE ABV. LOCATION, SCREW TO F.O.S. O LOOP BACK TO FS (FOR SECONDARY PANO/CEPH IN XRAY -1 ) .JI POWER FOR EXTERIOR SIGNAGE CONFIRM WITH EXISTING HP BY J -BOX WIRELESS HUB IN UPPER CABINET JB WI VACUUM DISCONNECT/ SWITCH @ 48" ENLARGED EQUIPMENT ROOM: SCALE: 1/2" = l' -oil POWER NOTES: 1. REFER TO SHEET E-2- LIGHTING PLAN, FOR MORE NOTES 2. ALL CONDUCTORS TO BE COPPER, CONDUCTOR SIZE SHOWN IN 'BREAKER ASSIGNMENTS' ABOVE. 3. ALL CONDUIT TO BE FLEX CABLE PER 2008 N.E.C. 4. LABEL ALL CIRCUITS AT SUBPANEL. 5. PROVIDE DISCONNECT FOR WATER HEATER AND HARDWIRE PER MANUFACTURERS SPECS. PROVIDE 30" X 36" CLEAR SPACE IN FRONT OF WATER HEATER CONTROLS, DISCONNECT AND ALL OTHER ELECTRICAL EQUIPMENT. DENTAL OFFICE NOTE: ALL PATIENT CARE RECEPTACLE AND FIXED EQUIPMENT SHALL BE GROUNDED BY AN INSULATED COPPER CONDUCTOR, IN ADDITION THE CIRCUIT SERVING PATIENT CARE RECEPTACLES AND FIXED EQUIPMENT SHALL BE INSTALLED IN A METAL RACEWAY OR CABLE WHICH QUALIFIES AS AN EQUIPMENT GROUNDING RETURN PATH PER N.E.C. SECTION 517-13 (a) & 517-17 (b). SWITCHES FOR SIGNS NUMBER VARIES PER OFFICE, SEE PLAN IGHTING CONTROL PANEL lip 30 HOR �� "HOR�� a ...►�]` RECEP CONSULT& CLOSET UNGE 29 ® "1 23 ��► I PB -23 27 STORAGE +9.; LOCKE WAITING 0 r 22 -1f I I I I I I L__1 L.__J PB -22 TOILET PANEL -A PANEL -B +o' FIRE IS TOILET .tf0.. . � % ...' / .� . • �%%§"� gyros �'P�,',f< . .. 351411Figalk MESININEMINNOWO Magaggiiidediikab.se EQUIPMENT CONTROL DIAGRAM: CIRCUIT -PB-18 3 -BOX W/TOGGLE SWITCH FOR WATER SOLENOID VALVE LIGHTED EQUIPMENT SWITCH (IN STERILIZATION) POWER SYMBOL LEGEND: LOCATION 120 VOLT DUPLEX RECEPTICAL +20" U.N.O FS FIRE SWITCH (+60") PROVIDE 3/4" CONDUIT TO X-RAY OUTLET MEDICAL GRADE MC CABLE 220® 220/240 VOLT RECEPTICAL - SINGLE RECEPT. NO. 5821 LEVITON OR EQUAL 20A/250 XR X-RAY OUTLET = +42"H. TWO COMPARTMENT GANG BOX ONE SIDE FOR FS, ONE SIDE FOR XR HVAC GFI PROTECTED #8 FOR 40 AMPS TIME CLOCK TC GFI CHAIR OUTLET (FLOOR) DISCONNECT SWITCH DS © QUAD OUTLET DEDICATED RECEPTICAL DED O PHONE / DATA JACK W/ 34" CONDUIT STUB5/8" ABOVE TO CEILING ® RAISED DOUBLE GANG P -RING W/ 1-1/2' HOLE IN TOP PLATE ABV. LOCATION, SCREW TO F.O.S. 5/8" RAISED SINGLE GANG P -RING W/ 1-1/2' HOLECONDUIT IN TOP PLATE ABV. LOCATION, SCREW TO F.O.S. O LOOP BACK TO FS (FOR SECONDARY PANO/CEPH IN XRAY -1 ) 2 HR BY-PASS SWITCH FOR TIME CLOCKJ POWER FOR EXTERIOR SIGNAGE CONFIRM WITH EXISTING HP BY J -BOX WIRELESS HUB IN UPPER CABINET JB WI + 48" A.F.F. LOCATED WITHIN 12" OF DOORWAY, U.N.O. �} NOTION SENSOR SWITCH + 48" A.F.F. (RESTROOMS, LOUNGE, CONSULT) } 5E HOR ONTLET AND DATA INSTALLED HORIZONTALLY ON CENTER LIGHTED CONTROL SWITCH +48" A.F.F. N STERILIZATION ROOM (PROVIDED BY PDS) Q. C -LTG CONTACTOR CONTROL BOX- LIGHTING MOUNT IN EQUIPMENT ROOM + 72" A.F.F. �q�. " SI SWITCH FOR EXTERIOR SIGNAGE (PROVIDED BY PDS) RECESSSED 120V DUPLEX RECEPTACLE @ TV LOCATIONS _pq_ " SF SWITCH FOR SOLENOID, EQUIPMENT EXHAUST FAN , OUTLET AND SWITCH, (PROVIDED BY PDS) NOTE: 1. ALL DIMS TO TOP OF BOX. 2. XR- BOWER OUTLET BOX 702 -SPL W/ 802 RING AND LVPH PARTITION 3. P -RING- NO BOX OR CONDUIT 4. ALL 'SMART' SWITCHES TO HAVE NEAUTRAL (SMART SWITCHES- 'SI', 'EQ' AND 'SF'. 5. OUTLET AT WASHER DRYER TO BE A 4 PRONG OUTLET CONFIRM LOCATION OF J -BOX'S IN THE FIELD & WITH SIGN CONTRACTOR,TYPICAL CONDUIT AND CONDUCTOR TYPES: LOCATION TYPE SIZE OPERATORIES MEDICAL GRADE MC CABLE #12 THHN FOR 20 AMP ALL NON- PATIENT CARE AREAS** MC CABLE #12 FOR ALL 20 AMPS #10 FOR 30 AMPS HVAC 3/4" FLEX OR 3/4" EMT CONDUIT #8 FOR 40 AMPS **PATIENT CARE AREA AS DEFINED PER NEW 517.13. KEYED NOTES: o®o ®o0 000 ELECTRICAL PLAN: < SCALE: 1/4" = 1'-0" NORTH SWITCH EXHAUST FAN WITH LIGHTS THIS ROOM PROVIDE LIGHTED PILOT SWITCH FOR WIRELESS SWITCH PHONE BOARD CIRCUITS DEDICATED; PAINT BOARD TO MATCH ADJACENT SURFACE. ONE SWITCH FOR EACH EXTERIOR SIGN. SEE EQUIPMENT CONTROL DIAGRAM PROVIDE LIGHTING CONTACTOR BOX FOR CONTROL OF INTERIOR LIGHTING, CONTROLLED BY BY-PASS AT REAR EXIT DOOR OUTLET MOUNT HORIZONTAL AT +30" HIGH TO CENTER OUTLET MOUNT HORIZONTAL AT +42" HIGH TO CENTER DOUBLE FS AT X -RAY -1 TO BE A MIN OF 8" MIN O.C. �13 037(o RECEIVED CITY OF TUKWILA JAN 2 2 2014 PERMUC £F r PERMIT AND WriROVAL REQUIRED The plare, Ideas, arrangements and designs Indicated or represented by thls drawing are owned by, and are the property of PACIFIC DENTAL SERVICES, INC, and were created and developed sokly for use on, and In connection w1U this speak protect, and shall not be used, In whok or N part, kr any purpose for which they were not originally Intended without written permission from PACIFIC DENTAL SERVICES, INC O 2013. BID SET ISSUE: FOR CONSTRUCTION SET ISSUE: DATE REVISION ELECTRICAL DESIGN BY: b w w U (J w Q oC LU U 0 ittr. � W 0 0 a TENANT IMPROVEMENT 0 ciiU w 0 w J fa - z w 0 U SHEET TITLE POWER PLAN DRAWN TE CHECKED DATE 10-29-13 SUB DATE 12-23-13 PROJECT NO. TUK_WA/#350 SHEET NO. The pians, Ideas, arrangements and designs Indicated or represented by Iht, drewaq are owned by, and are the crate and developed solely for use onof PACIFIC DENTAL , and and were connectlon with ens specific project, and stall not be used, In whole or In part, for any purpose for Well they were not originally Intended without written permission from PACIFIC DENTAL SERVICES, INC 0 2013. CHANNEL 'A' IS TO CONTROL A 40A -120V RELAY FOR CONTRO OF INTERIOR LIGHTING 0-2 HR ADJUSTABLE (NUMBER OF POLES AS OVERRIDE (BY-PASS) SWITCH REQUIRED) SWITCH PROVIDED BY PDS, INSTALLED BY ELEC. CONTRACTOR. LIGHTING CONTROL DIAGRAM .5,1, ..<,. r c x .. : w .. x , . 3r% ..fir 7r m,- . ; :' < o gr^. ," t":', : * a SEP •� _.,t,, sss psi rAk k ��►a 7b a 1��©�7a ...e....: 7b r•eN ■ end,- A T a _�Ft ti S �FFIT AT ����� ounpsom OFFICE 350 BID SET ISSUE: FOR CONSTRUCTION SET ISSUE: DATE REVISION 1-17-14 ® CITY COMMENTS . ET Eli I 1 il 1 I ■�■0� jos 0 a w b. il 1 11 I 11111111 IIIIIEN I c5 I I 5 Y os IN I I III11 II ill , ohm im N. pip TR mu Ill - lam Ham oh ,L,Eiq 109 10 ri ,oaIII 111 1111 1" WEATHER HEAD LEAD COLLAR ROOFING MASTIC, PIT. ROOFING MASTIC 24 GA. G.I. SKIRT ROOFING 24" x 48" FLUORESCENT TROFFER PARABOLIC LENS, TYPICAL. 2 HOLE EMT STRAPS TO ROOF JOIST 24" x 24" SUSPENDED T -BAR ACOUSTIC PANELS, SEE DETAIL 4, 5, 10, 14/A-2 FOR SEISMIC BRACE, SEE DETAIL 8/A-2 8' SKIRT - TYP. / MUST BE INSTALLED OVER PHONE EQUIPMENT CONDUIT THROUGH ROOF AT PHONE BOARD .r . A.F.F. PICAL co Z 0 (/) w U F- 0 w -J w A. ICAL Z5 C.) 4Frex U-1 C4 d0 gQ 7 • : , a, xr, r. .. .� ,� ?. � .I .o«�.e£ «i ir'� .. � �`s3" ,N.e''y'•, " 'r�.� ;, .. s+f'v.+4Bs,�i�'r+75fm�`��"e' c�,'%'/S MIN NIS A.F.F PICA z W W W H > LL- ce O J � ice- o w a 00 00 'dC ca I— NEW EXHAUST FAN TYPICAL OF 4 ELECTRICAL LIGHTING PLAN: < SCALE: 1/4" = 1'-0" NORTH FIXTURE SCHEDULE SEE FIXTURIZATION CONSTRUCTION MANUAL FOR MORE INFORMATION ITEM MANUFACTURER LAMP / VA REMARKS A LITHONIA OR EQUAL 24" X 48" TROFFER 2PM3N PARABOLIC 18 CELL F32 T8 CW T -BAR RECESSED mg mg 3 TUBE FLUOR. / 90W ><2X4 Al LITHONIA OR EQUAL. 24" X 48" TROFFER 2PM3N PARABOLIC 18 CELL F32 T8 CW T -BAR RECESSED (STERIL, SOP) ab 3 TUBE FLUOR./ 60W DUAL BALLAST A2 LITHONIA OR EQUAL. 24" X 48" TROFFER 2PM3N PARABOLIC 18 CELL F32 T8 CW 2 TUBE FLUOR./ 60W T -BAR RECESSED (X-RAY 2 / LOUNGE) NL C LITHONIA OR EQUAL SB WRAPAROUND NARROW BODY 2 TUBE FLUOR./ 60W SURFACE MOUNTED C2 LITHONIA OR EQUAL SB WRAPAROUND NARROW BODY 1 TUBE FLUOR./ 60W SURFACE MOUNTED- PHONE ROOM MED GAS ROOM D HALO H995ICAT OR EQUAL 4" HIGH EFFICIENCY LED HOUSING LAMP 14W MAX W/ BALLAST RECESSED CAN WITH WHITE BAFFLE AND WHITE TRIM illiPENDANT SUM SHADY (FIXTURE F) E LITHONIA OR EQUAL. 24" X 48" 'AVANTE' 2AV-G-2-32-MDR-MVOLT-GEB101S F32 T8 CW T -BAR RECESSED (RECEPTION AREA) 2 TUBE FLUOR./ 60W (HALLWAY / CONSULT) F EUREKA PENDENT 4411-GGC-S C-WH3 SLIM SHADY PROVIDED BY PDS INSTALLED BY CONTRACTOR LAMP 3-13W HALL WAY AT 8'-6" TO UNDERSIDE OF FIX. RECEPTION AT 8'-0" TO UNDERSIDE OF FIX. PENDENT EX MAXILUME- ELX 604 G AL 1 OR 2, DEPENDING ON PLAN 26 W CLEAR ACRYLIC, ALUMINUM BASE EM COOPER -SURE -CITES CC3NC WH120 MRT SD 5 W WHITE INSTALL 12" BELOW FINISHED CEILING LIGHTING SYMBOL LEGEND: 2X4 FLUORESCENT LIGHT RECESSED, U.N.O. (FIXTURE A) / 2X4 FLUORESCENT LIGHT RECESSED, U.N.O. (FIXTURE Al) DUAL BALLAST 1X4 FLUORESCENT LIGHT (FIXTURE C) mg mg LED RECESSED CAN LIGHT (FIXTURE D) ><2X4 FLUORESCENT LIGHT RECESSED (FIXTURE E) 2X4 FLUORESCENT LIGHT RECESSED, U.N.O. (FIXTURE A2) ab BILEVEL SWITCHING EXIT SIGN W/ BATTERY BACK UP PER CODE (FIXTURE EX) 6---6 EMERGENCY 'BUG EYE' LIGHT FIXTU• W/ BATTERY BACK U • PER 1006.3 IBC (FIXTURE EM) NL NIGHT LIGHT FIXTURE ER EMERGENCY LIGHT FLUORESCENT LIGHT RECESSED, U.N.O. (FIXTURE A2) /2X4 I J 1X4 FLUORESCENT LIGHT (FIXTURE C2) 2X2 FLUORESCENT LIGHT (FIXTURE E2) X illiPENDANT SUM SHADY (FIXTURE F) aj • O CV N C) op oi Q0W Wv-> N- LL yC w < w U > W J 0a =o u-- c) 0 Lu DC u)0, LI gzc`DD. CD > .. ce 1_ ELECTRICAL LIGHTING NOTES: 1. SWITCHES SHALL BE + 48" A.F.F. 2. T -BAR CEILING VARIES, SEE PLAN FOR NOTATION. 3. ALL WIRING SHALL BE COPPER IN FLEX CONDUIT / MC CABLE / AC CABLE / EMT OR RIDGE, SEE CONDUIT AND CONDUCTOR SCHEDULE ON E-1. 4. PROVIDE SOLENOID SWITCH IN STERILZATION. 5. EXIT SIGNS SHALL BE ILLUMINATED W/ 2 LAMPS AND BATTERY BACK UP POWER, ALTERNATE MAY BE SELF LUMINOUS. 6. ALL CONDUITS IN PATIENT CARE AREAS SUBJECT TO PERSONAL CONTACT SHALL HAVE INSULATED GROUND ATTACHED TO THE GROUNDING TERMINALS OF ALL RECEPTACLES AND NON-CURRENT CARRYING CONDUCTIVE SURFACES LIKELY TO BECOME ENERGIZED. NEC ART. 517-13a. 7. REFER TO SHEET E-1 FOR POWER PLAN, PANEL LOCATION, MORE NOTES AND BREAKER PANEL ASSIGNMENTS. 8. EXHAUST FAN SUPPLIED BY ELECTRICIAN, DUCT WORK CONNECT BY MECHANICAL CONTRACTOR. 9. ALL FIXTURES MOUNTED IN T -BAR CEILING SHALL BE ATTACHED TO THE GRID AT EACH CORNER WITH CLIPS OR No. 10 SMS AND SLACK WIRES AT TWO OPPOSITE CORNERS. KEY NOTE: 10 SWITCH FAN WITH LIGHTS THIS ROOM 02 GYPSUM BOARD SOFFIT ® SWITCH FAN WITH LIGHTED PILOT SWITCH FOR EQUIPMENT CONDUCTOR. ® PROVIDE 1" CONDUIT FROM PHONE BOARD THROUGH ROOF W/ ROOF JACK. PROVIDE WEATHER HEAD AT TOP OF CODUIT 18" ABOVE THE ROOF LEVEL. SECURE AND SUPPORT AS REQUIRED. SHEET TITLE REFLECTED LIGHTING PLAN RECEIVED CITY OF TUKWILA JAN 2 2 2O14 PER - RAATER PERMIT AND DRAWN TE CHECKED JAM/BW DATE 10-29-13 SUB DATE 12-23-13 PROJECT NO. TUK_WA/#350 SHEET NO. E-2 REQUIRED 2012 Waal* •ton State Ener ' Code Com 'name Forma for Commercial, Group R1, and > 3 sto R2 and R3 y -s Space -by -Space terror{ Lrgi ing u 2012e ashiaction State En y Code Compliance Forms for Commercial, Group Rt and > 3 Story R2 and R3 TG-1NVT ,SPACE Revised JUn® 2013 Project Rift Project Address L1420'sovrstl rtxsu rnxxwxY Date 5/21/2013 ;TUKii2;.A; W8 98188: Applicant 'Name alumnae wase Maximum Allowed Lights nig Wattage For Building Department Use Location (plan #' room #, or ALL) Space Typ9' Allowed Watts per Brossinterior Area int? vvatts Aiiowec (waits/ft x area). ALL OPS Health tate cling /1 el; £tren/treatment 1,66 3,555 2581 COMMON: SPACES:: Office -'Er, toned? 1:11 1393 1546 PECEPTIOU/WAITIN c LobbSt 0 90 :590 531 Select Table C405.5.2(2) category, from drop, dem menu. Forafririms, indicate hetghLAffovted hoettage 'for first 40 feet IS 0.03 WIT!.:lit above 40 feet Tla0.02,WIlt ht. Proposed Lighting Wattage Area Allowed Watts Total 3538 4659 Location (plan #. room it, or ALL) Fixture Description (include exempt equipment per We 3) Number of Fixtures'. Watts/ Fixture Watts Proposed FIXTURE A; 2°X4' TAOFFER, 48" T8 :32W, 3 LAMS ELEC 15 96 1440 >''I.X'TUPE Al 2' X4' TROFFER, ;-,48" Ts 32W, 3LAMPS ELEC 8 96 768 FIXTURE C WRAP AROUND 48" r8a 2LAt9PB, ELEC 4 64 256 PIXTurtE E. TAMER.,:..,AVANTE', 48'' T8 32W, 2 LAMPS, ELEC 9 64 576 FIXTURE !D: LED Dove r.rce Ts, - :13W, 1'LAMP, ELEC 24 13 312 kIXTURE P PENDANTS, TRIPLE'?4-P: 13 3 LAMWS, ELEC 8 39 312 Fin Z ;•,v 'f YE>�WE� �`? Total Proposed Watts may not exceed Total Aliened Watts for interior Lighting Total Proposed Watts 3664 Notes; For proposed Fixture Description, indicate fixture type, lampT-8), .number 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. 2. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply -the lamp ioetta.ge.) and other criteria as specified In Section 0405 5'1- For' line voltage track lighting, fist the greater of actual lumwinaire ttage or length of fleck-5.multiplied ley 0, or as'appficable, the w ttage of current limiting devices or of the transformer. Forlow voltage track lighting list the -transformer rated tdattage. 3, List all fixtures. For lighUng equipment eligible for exemption per C405.51, note exception number end leave Watts/Fixture blank. pia 037 0 RECEIVED CITY OF TUKWILA JAN 222014 PRIPA MTER PERMIT AND APPROVAL PE UIRED The plans, Ideas, arrangements and designs Indicated or represented by this drawing are owned by, and are the property of PACIFIC DENTAL SERVICES, INC, and were created and developed solely for use on, and In connection with this specific project, and shall not be used, in whole or in part, for any purpose for which they were not originally Intended without mitten permission from PACIFIC DENTAL SERVICES, INC O 2013, OFFICE 350 BID SET ISSUE: FOR CONSTRUCTION SET ISSUE: DATE REVISION W U ISI LL 0 I— z ^p W TENANT IMPROVEMENT C) M � CCVVO CO uj Q Ce) W z. 2 CC O^n L- LOU) U Q W I— W -OU = O LL 11.1 w rX ria ozccoo a > 4 rctti SHNEAGY FORMS DRAWN TE CHECKED JAM/BW DATE 10-29-13 SUB DATE 12-23-13 PROJECT NO. TUK_WA/#350 SHEET NO. E-3 The plans, ideas, arrangements and designs Indicated or represented by this drawing ere owned by, and are the property of PACIFIC DENTAL SERVICES, INC, and were created and developed solely for use on, and In connection with this specdk project, and shall not be used, in whole or In part, for airy purpose for Muds they were not origlnalty intended without written permission from PACIFIC DENTAL SERVICES, INC 0 2013. OFFICE 350 BID SET ISSUE: FOR CONSTRUCTION SET ISSUE: DATE REVISION CD CD LU Cl. W z i pp U j cu Ooo ooU 0 CL • < < z (f) o LLI 0 H ,--1 I- 0. 0_ - 0- a U� w �U w U`� J Z acc LL DW Boz Nd O d w O • ~W zn- < -I > z • w -J 0 = 0 u- o - a nna- wet C:3 Z 03 o>' r _ N SHEET TITLE ADA DETAILS DRAWN TE CHECKED JAM/BW DATE 10-29-13 SUB DATE 12-23-13 PROJECT NO. TUK_WA/#350 SHEET NO. (E) GLAZING COMPRESSED CARPET FINISH FLOOR EVEN 1/4" MAX. BELOW d III a ' a 1 * (E) MULLION � V STUD WALL, PER PLANS SUPPLIED CABINET 9rr MILLWORK BY OTHERS ' 9" THRESHOLD .{ ..=rut --- I---- hs T' REGARDLESS OF OCCUPANT LOAD, THERE SHALL BE A FLOOR OR LANDING ON EACH SIDE OF A DOOR. 1. THRESHOLDS. FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2" LOWER THAN THE THRESHOLD OF THE DOORWAY. 2. CHANGE IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. CHANGE IN LEVEL GREATER THAN 1/2" SHALL BE ACCOMPLISHED BY MEANS OF A RAMP. NOTE: SEE SECTION 1004.9, 11336.2.4.1 ALUMINUM BREAK METAL .s J .50 N o o 1--I cc 1- - z o S' `" a - o = in M END CAP TO MATCH STOREFRONT 7,4 „ , 12'OPERATORY STUD WALL I LOW BUILT WALL W/ BY CONTRACTOR WOOD TOP PLATE STUD WALL, PER P 1-1/2' RETURN *NOTE: WHEN OPERATORY 12" OF A MULLION, TO MEET MULLION. STOREFRONT WHEN FOR BLINDS. NS WALL IS LESS THAN JOG WALL BACK TO ONLY RUN WALL TO 12" OR MORE TO ALLOW 20 19 RECEPTION COUNTER- HIGH SIDE 1'-4" SCALE: 1/2" = 1'-0" 18 1, WALL TO MULLION/ STOREFRONT SCALE: 1-1/2" = 1'-0" 17 DOOR THRESHOLD SCALE: NTS 16 INTERNATIONAL SYMBOL OF ACCESSIBILITY �, PER ICC A117.1 CHAPTER 7 STALL SIG v I" RAISED LETTERS VERBIAGE TO BE "WOMEN", WOMEN "MEN", OR "UNISEX" AS APPROPRIATE TO ROOM DESIGNATION mo 48" MIN. I I --\— ACCESSIBLE BRAILLE TACTILE DOTS SIGN MATERIAL SHALL BE ACRYLICo W/ 1/32" RAISED BORDER,_70 IC PHIC & SHALL GCHARACT INTERNATIONAL SIGN OF ACCESSIBILITY MAX SLOPE Max. �\ PEDESTRIAN hit:�ouTSLOPEPLASTIC SQ, INCH 2" X 2" SIGN POST - ' ® ACCESSIBILITY SIGN FINISHED SURFACE ni PER SEC. 1129B.5 v & RS BE LIGHTCTERS. COLOR ON CONTRASTING DARK BACKGROUND. SECURE TO BUILDING W/ EPDXY ADHESIVE AND (4)3/16"N X 1-3/8" L. VANDAL-RESISAT SPANNER -HEAD SECURITY SCREWS W/ PLASTIC ANCHORS. T. /dS M IN DI .• �FPE I ONS STRIPES @ 36 O.C. PAINT 'NO PARKING' Zo , I 12" MIN. HEIGHT Lb, F 10 `L� t_• • t NG I TYP. O SYMBOL PER TOILET ROOM DOOR SIGNAGE DESIGN d 1, L Ja 1,4SEC. 9'-0" 5'-0" 9'-0" 11298.5 v _ LETTERS AND NUMBERS SHALL BE RAISED 1/32" MIN., 5/8" HIGH MIN., AND BE SANS -SERIF UPPERCASE CHARACTERS ACCOMPANIED BY CONTRACTED GRADE 2 BRAILLE. BRAILLE DOTS SHALL BE 1/10" O.C. IN EACH CELL W/ 2/10" SPACE CELLS, RAISED 1/40" MIN. ABOVE BACKGROUND. ALL OTHER DETAILS OF BRAILLE AND STANDARD CHARACTERS SHALL CONFORM W/ T-24, SECTION 1117 B.5 AND 11158.5.1 EACH PARKING SPACE RESERVED FOR PERSONS REFLECTORIZED SIGN PERMANENTLY POSTED SPACE, CONSISTING OFA PROFILE VIEW OF BACKGROUND. THE SIGN SHALL NOT BE SMALLER BE POSTED AT A MINIMUM HEIGHT OF 80 IN. GRADE. SIGNS MAY ALSO BE CENTERED ON HEIGHT OF 36 " FROM THE PARKING SPACE 11298.4.2 SHALL HAVE AN ADDITIONAL SIGN AN ADDITIONAL SIGN SHALL ALSO BE POSTED, PARKING FACILITIES, OR IMMEDIATELY ADJACENT NOT LESS THAN 17"x22" IN SIZE WITH LETTERING CONSPICUOUSLY STATES THE FOLLOWING: 'UNAUTHORIZED VEHICLES PARKED IN DESIGNATED PLACARDS OR LICENSE PLATES ISSUED FOR EXPENSE. TOWED VEHICLES MAY BE RECLAIMED MIN. AT TYPICAL PARKING AT VAN NG PARKIBETWEEN WITH IMMEDIATELY AWHEELCHAIR THAN FROM THE THE WALL FINISHED "VAN -ACCESSIBLE" IN A TO NOT PERSONS AT ACCESSIBLE STALL S'-0° MIN. ACCESTALSSSIBLE PHYSICAL DISABILITIES ADJACENT WITH OCCUPANT 70 SQ. IN. IN BOTTOM OF THE AT THE INTERIOR GRADE, GROUND MOUNTED CONSPICUOUS PLACE, AND VISIBLE FROM LESS THAN 1" IN ACCESSIBLE SPACES WITH DISABILITIES SHALL BE IDENTIFIED BY A TO AND VISIBLE FROM EACH STALL OR IN WHITE ON DARK BLUE AREA AND, WHEN IN A PATH OF TRAVEL, SHALL SIGN TO THE PARKING SPACE FINISHED END OF THE PARKING SPACE ATA MINIMUM OR SIDEWALK. SPACES COMPLYING WITH BELOW THE SYMBOL OF ACCESSIBILITY. AT EACH ENTRANCE TO OFF-STREET EACH STALL OR SPACE. THE SIGH SHALL BE HEIGHT, WHICH CLEARLY AND NOT DISPLAYING DISTINGUISHING MAY BE TOWED AWAY AT OWNERS OR BY TELEPHONING EXISTING FOR REFERENCE ONLY „ 1-0 DIA. 15 14 HC ACCESSIBLE PARKING SIGNAGE SCALE: 1/2" = 1t -Ott 13 HC ACCESSIBLE SIGNAGE SCALE: 1" = 3/8" 11 7'-1" MIN. CLEAR, SEE PLAN 4 30" MIN. 40" 1 It 36" MIS, GRAB BAR r- — — — -1 TOP OF MIRROR +74" A.F.F. 'REQUIRED CLEAR' SPACE 12tt • /7"-9" f 18" MIN. GRAB BAR 48" GRAB BAR (42" MIN) CONTRACTOR SHALL * CONTACT LOCAL GOVERNING AUTHORITY FOR APPROPRIATE INFORMATION TO BE ADDED IN LIEU OF THE BLANK SPACES SHOWN PRIOR TOINSTALLATION OFSIGN. MIRROR 0 LEVER HANDLE INSULATE PIPES BOAT. OF MIRROR 8 MIN IMAX I _.\_____ C ALL DISPENSERS * - rn TO HIGHEST OPERABLE PART I TOP OF LAV. IRM I -_ l� NI it 1 1 BOTT.OF x Lre..e� EXISTING- FOR REFERENCE ONLY W.., REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 6 2014 City of Tukwila BUILDING DIVISION X Q M - `1 u►�.. f- z ���o�� `.• ` '� \ 17-19" MAX. e \vJ YIP N • M •I*PLACE @ 36" FOR TANK -TYPE TOILETS. b 1..4.037 HC ACCESSIBLE CLEARANCES 0 SCALE: 3/8" = 1'-0" 6 8" MIN. KNEE �f 6" MAX. \ � PAPER DISPENSER @ +24 A.F.F. TYPICAL. if 2 xSTUD WALL - TYP. I CLEARANCE / 17' / MIN. TOE CLEAR. FAUCET CONTROLS AND OPERATING MECHANISMS ETC. SHALL BE OPERABLE WITH ONE HAD AND SHALL NOTE REQUIRE TIGHT GRASPING,N OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBF. SELF CLOSING VALVE FAUCETS MUST REMAIN OPEN FOR AT LEAST 10 SECONDS. TEMPERTURE BALANCED PER CODE. o \ � w �, 6 W ¢ aM o 1' -s" ,Ta� 2 -4" MINS �¢ -s�8 o gir U / "' '"° 8 10 HC ACCESSIBLE SINK CLEARANCES SCALE: 1" = 3/8" 8 HC PARKING STRIPING SCALE: 1" = 3/16" 7 3'-0" ; - RECEIVED CITY OF _ TUKWILAIL JAN 2 2 2014 PERMIT CENTER r /`J I, ,._ 0 11 GRAB BAR = 1 1/2"0 MAX. @ +33" A.F.F. 2 xSTUD E WALL -TYP. ON TWO SIDES ONLY- BEHIND SINK & TOILET NOTES: 3'-0" SQ. ON PAVEMENT 1'-4" SQ. ON SIGN SOAP DISPENSER SANITARY NAPKIN - COAT HOOK HIGHEST OPERABLE PART @40" AFF 1. REFER TO PLUMBING DRAWINGS FOR EXACT PLUMBING LAYOUT, FIXTURE SPECS AND ADDITiONALINFORMATION. a (11\11111. V (MAX) 0.- 2. SEE FOR TOILET ACCESSORIES. 3. SEE m FOR SIGNAGE. -- . ... TOILET SEAT g gir COLORS: BLUE SYMBOL ON PAVEMENT WHITE SYMBOL ON BLUE BACKGROUND FOR SIGN. EXISTING- FOR REFERENCE ONLY COVER DISPENSE TOWEL DISPENSERen AND TRASH BIN FINISH FLOOf 1 ' . I z ►U1 T 0 5 HC ACCESSIBLE RESTROOM SCALE: 1" = 3/8" 4 HC SIGNAGE SCALE: 1" = 3/4" 3 2 TOILET ACCESSORIES SCALE: 3/8" = 1'-0" 1 The plans, ideas, arrangements and designs Indicated or represented by this drawing ere owned by, and are the property of PACIFIC DENTAL SERVICES, INC, and were created and developed solely for use on, and In connection with this specdk project, and shall not be used, in whole or In part, for airy purpose for Muds they were not origlnalty intended without written permission from PACIFIC DENTAL SERVICES, INC 0 2013. OFFICE 350 BID SET ISSUE: FOR CONSTRUCTION SET ISSUE: DATE REVISION CD CD LU Cl. W z i pp U j cu Ooo ooU 0 CL • < < z (f) o LLI 0 H ,--1 I- 0. 0_ - 0- a U� w �U w U`� J Z acc LL DW Boz Nd O d w O • ~W zn- < -I > z • w -J 0 = 0 u- o - a nna- wet C:3 Z 03 o>' r _ N SHEET TITLE ADA DETAILS DRAWN TE CHECKED JAM/BW DATE 10-29-13 SUB DATE 12-23-13 PROJECT NO. TUK_WA/#350 SHEET NO.