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HomeMy WebLinkAboutPermit D15-0062 - SCHOOL EMPLOYEES CREDIT UNION - TENANT IMPROVEMENTSCHOOL EMPLOYEES CREDIT UNION 5200 SOUTHCENTER BLVD 100 D15-0062 City of Tukwila Department of Community Development • 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No: 1157200013 Permit Number: D15-0062 Address: 5200 SOUTHCENTER BLVD 100 Issue Date: 5/8/2015 Permit Expires On: 11/4/2015 Project Name: SCHOOL EMPLOYEES CREDIT UNION Owner: Name: GROW INVESTMENTS LLC Address: 5200 SOUTHCENTER BLVD #140 , TUKWILA, WA, 98188 Contact Person: Name: CHE FORTALEZA Address: 502 SECOND AVE, SUITE 2800, SEATTLE, WA, 98104 Contractor: Name: FERGUSON CONSTRUCTION INC Address: 13810 SE EASTGATE WAY SUITE 110, BELLEVUE, WA, 98005-4417 License No: FERGUCIOOOLA Lender: Name: SCHOOL EMPLOYEES CREDIT UNION Address: 5200 SOUTHCENTER BLVD, STE 100, TUKWILA, WA, 98188 DESCRIPTION OF WORK: Phone: (206) 682-0884 Phone: (206) 767-3810 Expiration Date: NEW TENANT: TENANT IMPROVEMENT ON THE FIRST AND SECOND LEVEL OF APPROXIMATELY 16,000 SQ FT OF INTERIOR SPACES INVOLVING DEMOLITION AND CONSTRUCTION OF NEW INTERIOR WALLS, DOORS, GLAZING, INTERIOR FINISHES AND CASEWORK. INCLUDED IN RENOVATIONS ARE HVAC RECONFIGURATIONS, INSTALLATION OF NEW PLUMBING AND APPLIANCES, AND ELECTRICAL RECONFIGURATIONS INCLUDING INSTALLATION OF NEW LIGHT FIXTURES, POWER, DATA AND TELEPHONE Project Valuation: $581,000.00 Fees Collected: $9,309.12 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: VA Occupancy per IBC: B Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: 125 Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-4613: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Volumes: Cut: 0 Fill: 0 Number: 0 Water Meter: No Permit Center Authorized Signature: Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws gulating construction or the performance of work. I am authorized to sign and obtain this development p it and ag a he ditions attached to this permit. 5 4,1 Signatu/ Print Name: Date: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: 'BUILDING PERMIT CONDITIONS' 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 5: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 8: 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. 9: 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. 10: 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). 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 12: 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. 13: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 37: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 14: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 15: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 16: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 17: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 18: Maintain fire extinguisher coverage throughout. 19: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 20: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 21: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 22: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.9.1) 23: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 24: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.6) 25: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section.. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1017.1) 26: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1011.6.3) 27: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.3.1) 31: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 29: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 28: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 32: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2437. 34: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 33: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 35: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 36: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 38: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 39: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. 30: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 40: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 41: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at(206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL" 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH & GYPSUM 0406 SUSPENDED CEILING 0412 UNDERFLOOR FRAMING CITY OF TUKw- A Community Development Department • Public Works Department • Permit Center 6300 Southcenter Blvd., Suite 100 Tulnvila, WA 98188 htip://www.TukwilaWA.gov Building Perm t No. Project No. Date Application Accepted: Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. "Please Print" SITE LOCATION King Co Assessor's Tax No.: 11572000130020 Site Address: 5200 SOUTHCENTER BLVD Suite Number: 100, 200 Floor: 1,2 Tenant Name: SCHOOL EMPLOYEES CREDIT UNION New Tenant: 0 .....Yes ❑ ..No PROPERTY OWNER Name: SCHOOL EMPLOYEES CREDIT UNION Address: 5200 SOUTHCENTER BLVD City: TUKWILA State: WA Z'p: 98188 CONTACT PERSON — person receiving all project communication Name: CHE FORTALEZA Address: 502 SECOND AVE., SUITE 2800 City: SEATTLE State: WA Zip: 98104 Phone: (206) 682-0884 Fax: (800) 469-0494 Email: c.fortaleza@cr-architects.com GENERAL CONTRACTOR INFORMATION Company Name: TBD Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: ARCHITECT OF RECORD Company Name: CR architecture + design Architect Name: DAVID ARENDS Address: 506 SECOND AVE., SUITE 2800 City: SEATTLE State: WA Zip: 98104 Phone: (206) 682-0884 Fax: Email: d.arends@cr-architects.com ENGINEER OF RECORD Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDERMOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: a City:.mcwl State: WA- Zip: 14:1Applicalions\Forms-Applications On Line\2U11 Applications\Permit Application Revised - 8-9-11.docx Revisal: Augita 2011 bh Page 1 of 4 BUl!LDING PERMIT INFORMATI01 06-431-3670 Valuation of Project (contractor's bid price): $ 581,000 Existing Building Valuation: $ 3,877,800 Describe the scope of work (please provide detailed information): SCOPE OF WORK INCLUDES TENANT IMPROVEMENTS ON THE I ST AND 2ND LEVEL OF APPRO30MATELY 16,000 SQFT OF INTERIOR SPACES INVOLVING DEMOLITION AND CONSTRUCTION OF NEW INTERIOR WALLS, DOORS, GLAZING, INTERIOR FINISHES, AND CASEWORK. INCLUDED IN RENOVATIONS ARE HVAC RECONFIGURATIONS, INSTALLATION OF NEW PLUMBING AND APPLIANCES, AND ELECTRICAL RECONFIGURATIONS INCLUDING INSTALLATION OF NEW LIGHT FDMJRES, POWER, DATA, AND TELEPHONE. Will there be new rack storage? ❑..... Yes `Q.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I" Floor 16,669 9,711 0 0 5A B 2 Floor 16,669 6,878 0 0 5A B P Floor Floors thru Basement 16,669 0 0 0 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: Wil I there be a change in use? ❑....... Yes ©....... No if "yes", explain: FIRE PROTECTTON/HAZARDOUS MATERIALS: m ....... Sprinklers LxJ •...... Automatic Fire Alarm ❑ .......None ❑ .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑....... Yes Pf .......No If -yes', attach list of materials and storage locations on a separate 8-112" x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ ....... On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Forms-Applications On Line12011 ApplicationsTctmit Application Revisod - 8-9-11.docx Revisal: Augubt 2011 Page 2 of 4 bh I' PU$LIC WORKS. PERMIT INFO: ATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District 0 ...Tukwila ❑ ... Water District # 125 ❑ .. Highline ❑ ., Renton []...Water Availability Provided Sewer District ® ...Tukwila ❑ ... Valley View ❑ . Renton ❑ .. Seattle ❑ ...Sewer Use Certificate ❑ ... Sewer Availability Provided Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which aonl ❑ ...Civil Plans (Maximum Paper Size — 22" x 34" ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ .. Right-of-way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ []...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements []...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. WO # ❑ ...Water Only Meter Size,........... WO # ❑ ...Deduct Water Meter Size ❑ ...Sewer Main Extension.............Public ❑ Private ❑ ❑ ...Water Main Extension ............. Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line _ ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Mailing Water Meter Refund/Billing: Mailing Address:. Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: City Day Telephone: State Zip City State Zip H: W pplications\Forms-Applications On Lme\201 1 Applications\Permit Application Revised - 8.9-1l .docx Revisal: August 2011 Page 3 of 4 bh l PERMIT APPLICATION; NOTES, Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING Date: 03/09/2015 Print Name: Che Fortaleza, CR Architecture (authorized agent) Day Telephone: (206) 682-0884 Mailing Address: 506 Second Avenue Suite 2800 Seattle WA 98104 city State Zip R:Applications\Forms-Applications On LineCol I ApplicationsTermd Application Revised - 8-9-1l.docx Revised: August 2011 Page 4 of 4 bh DESCRIPTIONS PermitTRAK PAID $261.50 D15-0062 Address: 5200 SOUTHCENTER BLVD 100 Apn: 1157200013 $66.50 DEVELOPMENT $66.50 ADDITIONAL PLAN REVIEW R000.345.830.00.00 1.00 $66.50 EL15-0216 Address: 5200 SOUTHCENTER BLVD 100 Apn: 1157200013 $65.00 ELECTRICAL $65.00 ADDITIONAL PLAN REVIEW R000.345.830.00.00 1.00 $65.00 M15-0025 Address: 5200 SOUTHCENTER BLVD 100 Apn: 1157200013 $65.00 MECHANICAL $65.00 ADDITIONAL PLAN REVIEW R000.345.830.00.00 1.00 $65.00 PG15-0029 Address: 5200 SOUTHCENTER BLVD 100 Apn: 1157200013 $65.00 PLUMBING $65.00 ADDITIONAL PLAN REVIEW R000.345.830.00.00 1.00 TOTAL FEES • , $65.00 1 Date Paid: Thursday, June 04, 2015 Paid By: SCHOOL EMPLOYEES CREDIT UNION Pay Method: ACCOUNT Printed: Thursday, June 04, 2015 1:11 PM 1 of 1 CRW SYSTEMS DESCRIPTIONS• PermitTRAK QUANTITY PAID $5,751.47 D15-0062 Address: 5200 SOUTHCENTER BLVD 100 Apn: 1157200013 $5,751.47 DEVELOPMENT $5,477.80 PERMIT FEE R000.322.100.00.00 0.00 $5,473.30 WASHINGTON STATE SURCHARGE 6640.237.114 0.00 $4.50 TECHNOLOGY FEE $273.67 TECHNOLOGY FEE TOTAL R000.322.900.04.00 0.00 $273.67 Date Paid: Friday, May 08, 2015 Paid By: SCHOOL EMPLOYEES CREDIT UNION Pay Method: CHECK 0002184878 Printed: Friday, May 08, 2015 11:25 AM 1 of 1 II FZ�SYS7EM5 Date Paid: Monday, March 09, 2015 Paid By: SCHOOL EMPLOYEES CREDIT UNION Pay Method: CHECK 2180203 Printed: Monday, March 09, 2015 3:42 PM 1 of 1 L1 Ll LJ U SYSTEMS IK4 INSPECTION RECORD. 0/7 Retain a copy with permit ID'S �Z INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: 5 e&6 r 1- on u-"+ Type of Inspection: n Address: 2 G6 S vlA Date Called: Special Instructions: TAIA Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. a Corrections required prior to approval. COMMENTS: Inspect o�� Da `❑ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Catt to schedule reinspection. 0 INSPECTION RECORD Retain a copy with permit _ INSPECTION NO. PERMIT NO.� CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: �c. Q i + O0Svi 1 Type offf Inspection: Cl �rl kh4.� Address: 5�'Cv 'sa-k 60jyl- '/ Date Called: Special Instructions: Date Wanted: a.m. 7 - !) I - I',- p.m. Requester: Phone No: Approved per applicable codes. Lj Corrections required prior to approval. COMMENTS: tol(41 Inspecto : Date: ❑ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD l Retain a copy with permit IN CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project. 64e un . Type of Inspection: I h Address: SZ.C) 5Ctif14CCV` \✓ Date Called: Special Instructions: Date Wanted: a.m. 7- 3 i-6 p.m. Requester: Phone No: i zApproved per applicable codes. E Corrections required prior to approval. COMMENTS: InspectWr/ Date REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. tv INSPECTION RECORD Retain a copy with permit I TION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: X 4S�i , (�VN t�l�/l Type of Inspectiop: i t 9Ct t nL' 11 7� Address: JCV �W,Blvd 52 Date Called: Special Instructions: �I°vl Date Wanted: a.m. 7--7 -1� p.m. Requ ster: a Phon No: 7,0 v U Inspector: Dat REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedute reinspection. INSPECTION RECORD �bw� 3 Retain a copy with permit INSMLAN N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: efeD l Type of Inspection: is Address: J� �e`�'� ���. Date Called: Special Instructions: IN Date Wanted: a.m. 7 —Z -- /+s p.m. Requester: Phone No: Inspector: Da REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Catt to schedule reinspection. r INSPECTION RECORD I Retain a copy with permit INSPECT PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Typ of Inspection: Address: /� f Date Called: Special Instructions: Date Wanted: a.m. _Z - p.m. Requester: Phone No: ��" REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD 1r Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Proje t:. 11 1 aWe c/ %� G/vj t t1� Type of Inspection, � c�cc'! 41 Address: % Date Called: Special Instructions: ' Date Wanted: a.m. ._Z2-6 p.m. Requester: Phone No: Approved per applicable codes. acorrections required prior to approval. u paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD .— V7 Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection- Address: 1q - , S' t� Date Called: Special Instructions: A J`tZ{r Date Wanted: 7^ a.m. p.m. Requester: ,'I`� k'- Phone No: y� 4 V 7999 Approved per applicable codes. LJ Corrections required prior to approval. ENTS: Inspect r• Date: 7�-Z 715 El REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call. to schedule reinspection. MA INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: * ` Type of Inspection: Address: = U DateCalled: Special Instructions: �l Date Wanted: a.m. 7 -'z 3—/ p.m. Requester: Phone No: Approved per applicable codes.Corrections required prior to approval. COMMENTS: 4 a ie-,ey- (Ye- t r a 0e e Inspector: Date: r hA 1 7-2.3 "l3 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd„ Suite 100. Call to schedule reinspection. I& ]INSPEI Retain a INSP N0. MON RECORD copy with permit Pty-006 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: a 5 << Address: C V0 ?.� d Date Caile : Special Instructions: !� l Date Wanted: a.m. 'j— Z,1 p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. ®®� � NA "AW111WIIIIII WA "AO- �!! Mr , •� I I ", i • , 1. Inspector Date: _ 7i ( ` r FJ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. KIM INSPECTION RECORD Retain a copy with permit IN ON N0, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Typepfi Inspection�� Address: 0�uf Ct �lv� Date Calle Special Instructions: AA &c Date Wanted- _�� l a.m. p.m. Regifesterl Phone No: I 7 72 -,NApproved per applicable codes. Corrections required prior to approval. Inspector: Oate:—, REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. vi I,S/- l6f, INSPECTION RECORD Retain a copy with permit Q f P Go6 \INSIYETTION N0, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: t d � Type f Ins�peAction: _� Lk- Add 2450 f � Date Called: Special Instructions: OC) Date Wanted. a.m. e. (` p.m. Requester: Phone No: Inspector: D REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. f� INSPECTION RECORD Retain a copy with permit �f s 046 INSPEtTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., 4100, Tukwila. WA 98188 c (206) 431-3�70 Permit Inspection Request Line (206) 438-9350 r--Q e-s- IS Pro'ect: eAddress: T pe of I�ection:,OrJ Date Call C J s 0 (d Special Instructions: f���,�I� ``��ii `` _ Date Wanted: a.m. — Z� - S p.m. Requester: Phone No: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD DES Q�6Z I Retain apy with permit ....... ................. co INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING. DIVISION 6300 southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr9j,e5t: Type q .fAspection: I ress'. -rw�kc-+�. Gwd TO-00 Date Called: Special Instructions. 0 Date W a.m. p.m, Re ster: Pgone No-, 1:1 Appmved per applicable codes. 1:1 Corrections required prior to approval. 0 --I- -- Inspector. jDate, Nor REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. f� INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 (,to q f Pr jec : ype of Ins ction: Address: C Q,J Date Called: Special Instructions: t►'`or �-� Date Wante a.m. G V— (J— P.m. Requester: V-5,4L C9 Phone No: ElApproved per applicable codes. LJ Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. f I X ] INSPECTION RECORD Retain a copy with permit �b INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Pro* J�d �-- t�' \ ("It i- Type of Inspections t'r'Ol h'1 i rt Address: s Qellk— Date Called: Special Instructions: Date Wanted: _ a.m. p.m. Requester: 1)4C Phone No: Approved per applicable codes. Corrections required prior to approval. IInspect o� (Date: - `cam $60.00 REINSPECTION F&REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. pt No.: (Date: 1 0 INSPECTION RECORD IbIS-0 d�� Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: I SckO c� H �` Type of n pec ion: h er40wmk Address: sago sa UiA.c4 Date Called: Special Instructions: Date Wanted: r (� a.m. Requester: Phone" L ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 'e d­ GC >'s t) c� 19p t k'!� c>'v r u b az Ilnspector: ��c` J� (Date: 6 $60.00 REINSPECTION FEE(REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD D/ SJ . nr) C Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: U 1 c' f CILE i Type of Inspection: J U C! Address: aoo� �` I �, Contact Person: Suite #: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: � Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: I�n Sd: Date: ���, �r Hrs.: ❑ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORDS - �Y Retain a copy with permit / INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT Y 206-575-4407 Project: ►"o a creD Type of Inspection: SL, Address: Contact Person: Suite #: T Zr �Jp Special Instructions: Phone No.: 1 FV1 Approved per applicable codes. Corrections required prior to approval. r COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Vr�;;7 Date: �j S �� Hrs.: /. U ❑ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. uming Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 DC S Seattle Portland Spokane San Diego Austin Irvine Eugene San Francisco Anchorage FILE COPY rl° _,y.` 1 00, rk f "'1 Structural Calculations Parkside Office Building Seismic Evaluation: Tier 1 Screening 5200 Southcenter Blvd, Tukwila WA 98188 DCI Job Number 15011-0041 March 9, 2015 O rife WAS' a, � Prepared for: CR Arhitecture + Design po' COOP R VIE0 �aR 18 2015 V C` 0t Tuwfila , j) G B RECEIVED CITY OF TUKWILA MAR 0 9 2015 PERMIT CENTER ) IS7 t.- 00 (P 2 818 Stewart Street, Suite 1000 Seattle, Washington, 98101 Phone (206) 332-1900 IS Innovation Value .DCI = E n G I n E E R 5 E Seattle o Portland Spokane San Diego � Austin March 9, 2015 Irvine $ San Francisco Anchorage CR Architecture and Design Attn: Matt Lasse 506 Second Avenue Suite 2800 Seattle, WA 98101 Re: SECU Parkside Office Building Tl in Tukwila, WA Dear Matt: DCI Engineers completed a building condition survey (Tier 1 Type PC1: Precast/Tilt-Up Concrete Shear Walls with Flexible Diaphragms) of the existing structure per the ASCE 41-13: Seismic Evaluation and Retrofit of Existing Buildings standard. Based on the Tier 1 evaluation methodology, there were no deficiencies to the primary lateral -force -resisting elements. Two (2) new beams were sized for the addition of three (3) new ATM's on the first floor. The existing girders that the new beams will frame into were checked for the additional loading from the new beams and ATM machines and were sufficient. Sincerely, DCI Engineers George Gimas P.E. Senior Project Manager 818 Stewart Street, Suite 1000I Seattle, Washington, 98101 Phone (206) 332-1900 S e r v i c e I n n o v a t i o n V a I u e _'S to ca V R vo l CA) cr eo f: � � -, y Is- 2 L 40 2 rs, 2 I Qoc� " 2- 1 'y le- k- ) Get Lat Long from Address Convert Address to, Coordinates O,LatLong.net Get Lat Long from Address By using this geographic tool you can get the lat long coordinates from an address. Please type the address which would include the name of the city/town, state and street name to get more accurate lat long value. Also, the gps coordinates of the address will be calculated below. Address 5200 Southcenter Blvd, Tukwila WA Find Lat Long Write city name with country code for better results. Latitude Longitude 47.465599 -122.268519 . J t 3� Design Maps Summary Report User -Specified Input Report Title Parkside Office Building wed February 11, 2015 15A6:51 UTC Building Cade Reference Document , SCE 41-13 Retrofit Standard, SSE-1E (v.-Hch uilliaes USGS haaard data availabie in 2008) Site Coordinates 47.465610N, 122.27353OW Site Soil Classification Site Class D -'Stiff Soil" South l an9rstn f Enter address (option al) ` SOl>7+t33rdSt tJ %Uih 1441h Si S"DUU11C ff -4:kxdte152ltdSt Sauth 100 h St SE4TTl�TAC WERNATKNOI I { �4r USGS-Provided Output S,w ,y. 0.492 g 5:,. ,,c 0.692 g S�._r_ 0.160 g S 0.37.5 g Horizontal Spectrum 0.70 0.63 0.56 0.45 C 0.4-' to 0.35 0.28 0.21 0.14 0.07 0.00 0.00 0.20 0.40 0.60 0.20 1.00 1.20 1.40 1.60 1.60 2.00 Period. T (sec( t, 0.55 0.50 0.45 0.40 0.3s im 0.30 y 0.25 0.20 0.15. 0.10 0.Os 0.00 0.00 0.20 0.40 0.60 0.20 1.00 1.20 1.40 1.60 1.90 2.00 Period, T (sec) Vertical Spectrum 'th:auGt ch's ;nforra:ian is e: n ydu:ct e� tFc= Li S. tiecicc'cai Sur E}, ::e �r�,; ide rta kEarrant�', e �Yssea ar i^�a iad, as ±e to _ curacy:af Ehe data ccntaa r&d therein. T^piekcal is nit a subAitute for techn cal sub;ect-matte:- kri.aw`eriga, 1 = D C I Project No. Sheet No. E I 1 G I I l E E R S �_A ZOO — 7 SK' roject D to Subject By j�Es�r� fmC �ll-1 I%�c�"" Fi�� �r f! C�"/f � EY /��Iy'4r1 1 a t `j"�'� � " .� �G'[��7!✓T�G 4rr2r` r� O ,c E o F -G E rb c ltgoG 4-rw . I \ �f Kk u 1, v Ot-i of V1114 t. w (T -IV) 77� Z�rS br�-S =DC1 Subject S��Pk4L 1LcvVi` aNr-,e s�e-cf A�S�r: (� !� �-4- ,a Z2-1 Z fir` t c,s-y2 Ta t O, Z TS 0, lo2r� cz-to� (2, Project No. She v No. Date . / `a i By 1A) ter p—r' , ^J I r i . MDO P Z•Rpws rc%�' L: r • erg" TRV9!r M R4. CLIP Pa '�Z w/t.-be.Ngr�o. P RCIX.T. Nt'? ' .r •• JIy�ty Rr:P CGVERT OTHER 7RV55.'PtRCE Ar'TCR .• \\• 9RACE PL.RO GOgD'tdli59CEN SIP ;:' yt- .• '`i-5•�. rz cpr./r: w/sr•m,: 4.. J4.4 i'Srr.•pr-q.'Jv%/_rZ.m . ' � PgRArSOr.7 �/,/L ••� HRV��LT' --_ ... - - - • _ „- ter,,.-?' . . rk"s -it:, rtw� +' (G�.(,�."Y`.� �Q % P G Lt.`J."J Y �J U .s�' � (s+.•F � �,� r g"'� t� / 3 C "'o .>'4' I G• '- = //e A,/l j, 4---t C \ 6 92 e� tf re- It F..,P C w-'Z� e,L. /P 7D 60,S-t ' C G� } t_ r r ti tL"T 12 Eor "Z-- � =DO E n g ect Subject /., rA 2 PLAN 24 5- T- Z,L Puu LENGTH ....... ...... 5-rR PP 0 7-,q/L Project No. Sheet N Date zll;�l By 00 E.-4 'iELgjae T c> 2 oq T-T t13 T-(O t= Ol TZ \141, A' . . A u 5 5 lb R C.. LIP '*-w8LxC [see. r2iw] II. . . . . . . . . .. . . . . . . . . . . 779U55 X�46EO 3L1, e4-1 C t--' y)' =DO Project No. I Sheet N Px�✓ect Date Subject By T/),W!4vtrp-.�l,r b Roo r 9 T C 7- pen, 06L. TRU55; J/,W.5rRAPP&R. --wC7R C. La 1 44 Clvx v j7iL 40 �r Ttf —t)O"Tlt 1:5- ell + le V , � YZ 1, I ��-� 3 =DO E n E I Froiect Subject FO C Lk 6 it-LIL-- O_T Zi F, Rr 113 --f- C— C (A3 (1�5 g7- M 0 Project No. I Sheet By C— :-,) CID IN DCI Project No. Sheet No. r= n E. ect Date e OF-' rD F I I- -.ef-% " , I. ,� Subject By rl YJ 4133 (In s 11 v �F & Z7 q lad-z' -Eel I-N .4 > r "T2/ 102e5-Fr I =DC1 EgnE. 1EER5 I -Project Project No. Sheet No. Su�b/'ect By (7L6��.JJ�t V 6 Jl VI / a ff C� A a.� �-J 0 k-u- c e- E tom. e+ `T t Z rc.`WF�BE(IM — 'C� .. .:. � iri• ,L.i� ,9TlaC�c�CRF� � ' SECT;oN-L•q" i � iE• TRUSS' 9R�� ONLY ; I �• CUP .v/,:b�tld .. ��I%i'�\II - Pz•uya/rwc¢�.ir coNc, • '--TlfU55 PER ei n9 i� i�tOFi 2 e O�13 .a� f' �`Ot S E'%'Z o 6: f t" f 1ZtcS� C� o,a.� ? c3) Z J N sFJ'�S ZO "DO E=-nGIfIEERS i5 Subject 9- 'fr. t.v ar G er�i t( �piSh P ¢F Project No. Sheet No. Date By e, A� CSEE PLAN_ i •. • •,� • � S' LAP'2 . MV 71f'OS� CENTERE4 ON T.S. COL. , y.� • : irvE Q CO.vu. • ,`; \' • `I---' - : , COMM PER PANEL EL Ev. • �' '... CHORD STEEL PER ' PANEL' ELEV. ' ' J : ; •1" . •TYPE. CONN. :TYPE 11 COA/N. i 2 4) LCl R 2^N HOLEF-FOR GOIL• BOLT ELEVATION E)JRK O•'5.4' wlJLL Iiv5Elii � _,�i; 'TRI/"I PJNRS' NRSMEFi. -' 3Ll'o COIL 5f6• • T?'FF 'O GQNN. _ . B-75 WALL BRACE INSERT I Meadow Burke _ 31 Contact us 1 MeadowBurk& Call Us (877) 518-7665 P10191IF PRECAS I FORMING REINFORCING ROAD & BRIDGE IILI-Ur U11) I N r-1141 Q71 N rz rz M 1114 U rKUUUU'b i . `-e h Home I Shop / Tin -Up / Bracing 1 B-75 WALL BRACE INSERT REQUEST A QUOTE B_75 WALL BRACE INSERT ENGINEERING SUPPORT LIVE CHAT 3/4" diameter coil insert height is 1/2" less than panel thickness. Available in 1 /2" increments from 5" through 12". Super Lift Bracing WORKING LOAM IN LSS. IN 2500 PSI Innovation CONCRETE, 2.0.1 SAFETY FACTOR View our Product literature Item Number Conc, Thick. in Inches Face Tension ace hear B75050 5" 7,800 8,200 875055 5-1/2" 9,625 10,160 B75060 6" 10,150 10„150 875062 6-1/4" 10,150 10,150 875065 6-1/2" 10,150 10,150 875070 7" 10,150 10,150 875072 7-1/4" 10,150 10,150 875075 7-1/2" 10,150 10,150 876080 8" 10,150 10,180 875082 8-1/4" 10,150 10,150 876085 8-1/2" 10,150 10,150 875090 9" 10.150 10,150 875092 9-1/4" 10,150 10,160 875095 9-1/2" 10,150 10,150 875100 10" 10,150 10,160 875105 10-112" 10,150 10,150 875110 11" 10,150 10,150 875112 11-114" 10,150 10,150 875115 11-1/2" 10,150 10,150 B75120 12" 10,150 10,150 PRODUCT SPEC SHEET Precast Our History Fortmng Location Map ing Reinforc Locations by Address Road & Bridge Sales Directory Tilt -Up Careers Distributors Blog Engineers Lone Survivor Foundation © 2015 Meadow Burke All Rights Reserved, Price Increase Inventory Clearance Price List 'M" ®1©#0 TERMS & CONDITIONS I ETHICS I PRIVACY hitn•//maarlrnz�hnrlrr rntn/chnr�/771 S_h_7G_utall_hrara_incart/ 7/1 Q/7f11 S =DC1 En G in E 9 R c; 't L ) cl— Subject C*L 4/-z. J94 -1-ZOtT 8OLTJ • SE-C TIOA, W set 7,�, 15 0� eqlA 7- �- IIY LID 5'- 2- Project No. Sheet No. 10-1/ Date' . -zh I By G-f-) 0- Ri c>o EL IL bL (4Co-+ C YA', W�al 20 MCE- Fire Resistance THE THROUGHQOLT IS A TORQUE CONTROLLED ANCHOR SUITABLE FOR USE IN CRACKED AND NON -CRACKED CONCRETE Part Number Anchor Anchor Thread Max. Fixture Min. Hole Size Length Length Thickness Hole Depth mm mm mm mm mm APl-08075 8 75 20 10 60 APl-08095 8 95 40 30 60 API-08115 8 115 60 50 60 APl-10090 10 90 20 10 75 APl-10110 10 110 40 30 75 API-10130 10 130 60 50 75 APl-12110 12 110 30 15 90 APl-12125 12 125 45 30 90 API-12160 12 160 80 65 90 APl-12180 12 180 80 85 90 APl-16135 16 135 35 15 110 API-16170 16 170 70 50 110 APl-16200 16 200 80 80 110 CRACKED CONCRETE Anchor/ Hole Size mm Thread Diameter mm Embedment Depth mm Fixture Clearance Hole mm Centre Spacing mm Edge Distance mm Structure Thickness mm Rec. Tensile Load KN Rec. Shear Load KN Rec. Tightening Torque Nm 8 M8 52 9 40 40 100 2.3 8.6 20 10 M10 68 12 45 50 120 4.0 12.6 25 12 75 ' 14 60 60 130 5.7 18.0 45 16 M12 97 18 200 110 170 11.8 26.9 90 ear loads� for loads aw y from a free edge NON -CRACKED CONCRETE Anchor/ Hole Size mm Thread Diameter mm Embedment Depth mm Fixture Clearance Hole mm Centre Spacing mm Edge Distance mm Structure Thickness mm Rec. Tensile Load KN Rec. Shear Load KN Rec. Tightening Torque Nm 8 M8 52 9 200 100 100 5.7 8.5 20 10 M10 a 68 12 240 120 120 7.6 12.5 25 12 M,SO 75 14 260 130 13D 9.5 18.8 45 R 16 M12 97 18 340 170 170 15.5 38.4 40 Shear loads are fo_` r Toads away from a fre edge - =DC1 E n a VEER S F,Tiect Subject 2 �6 - A uf tf e -/r - t-z- -=,-, ke v � Ifo Lk>A-LL�Cz Z�y CrtA- /33 )4- M t5 I kf, 0 4% ly, 4-1 ( A17 -fk? )k" k �v add - 1 —/ -Z I ?, 14", " - Project No. Sheet 0. Otl Date � 9 ..� By C.--N el �Iry L VOL W7 /V;1% kzc LO,— A AV All =DC1 eg n E IEERS Subiect 2-,3 PLO,,,a r(L #-67(-W 7— L I = 57-0 �-" p- OJ K,-r- -- -ZY/O )-,\ ) 9 Cr ;-r(eo t r. 6 0 - �6/ 6- A�-Cr= I / Project No. Sheet No. Date By ate - 0 DC I Project No. Sheet No. m Eng. 6 Project Date' SLIbject By (I C. J I-d (J EA)WA..WAT-' pec 0— cc. v,* rl 0 � =DC1 Eg n a I P-r-oiect ect CA PNL.VLeV: C-4. L-5 L7- /67, Project No. Sheet No. Date Z By C�IL -50�T I J ELEVATION C - ext �4 (Oeor C, -I- f•t k,"�4 Ae 0 e� e. PO r rOX r-, Jr = D C I Project No. Sheet No p n E. /vo./- Y,3Y 2-o 7 Ilpe t Date Z) d- rn, F P- i 4 v,<, Subject By e-1 6e4,A J t I V re CIF u Jf r g pi ot i A4� e,CF-. Ell 7710tt ew�-o 4T-/ f C> 0 C f�OU CrTli) 7- To Rro, ct Je / '),4 11 , 1-1 k-, /mi) Subject ry e-- ' 7 SIC Y? :4 C e F, V/1 E R e-q L., 70 Ar �4 OA20 Project No. /a-// - tl Sheet No. Dat By C.VJ 7-V 2Z CP I-J, FJ t(r 1,0 e) -4 z =DC1 e =- n E. Project m Project No. lqtl-,,-13 Sheet N Date ' Subject - I By AL I Cb#-1 Ps LI I!D '4-- T, A,r� rutz lzf- movet-) D O Project No. Sheet No. mom E=- n E. �oject Date Subject By ,47-AA 4-)e &—> — 2 � 0 �J) � 71 ry vg4oWT ,-fF- A4 - 16 //,, F', , I , Yly z < sz� Y-,- 0-IrrC Ar. b ,r 7'& re-7,, a e-) T- O'k T Pc (ifs ez, r ,� 10 vs- f,-, Ll 3 '2- 00 AN -) hi , Q2&o, L+'i 4t-00 x- t o 2,5/ 1 2 3 28'-0" 28'-0" 24'-0" 16'-0" 10'-0" `` 2'-0" 1 A — co N x cp � I W 2/SK02 B r (E) 48 o Lo ao x N cV W NOTES: 1. MOOD PSL E = 2.0(106) psi. 2. STEEL PLATES fy = 36 ksi. PARTIAL FIRST FLOOR FRAMING PLAN 46 LEDGER 2/SK02 to _N x to (N) PSL31/2x1 ALIGN PSL'S UNDER ATM MACHINE AS SHOWN IF ATM MACHINES AR MOVED OR PLACED IN A DIFFERENT ONFIGURATION FURTHER ANALYSIS WIL BE REQUIRED Lo Lo x --h N W v SCALE: 3/16"=1 '-0" 0 Copyright 02/2015 IYAnnolo Conversono Inc, All Rights Reserved mia dmmarL and oa, "eae and dadgna may not be maaed, a — ar n a-umenano a- a—,— — n—aaana,« im uneuwonm ae. - PROJECT NAME SECU PARKSIDE TI & ADDITION - PROJECT NO- SKETCH NO: C 115011-0041 SK01 e n G i InE=- e R ® DATE: CONSTRUCTION FIELD SKETCH: 02/26/2015 STRUCTURAL BY: PARTIAL FIRST WEBSITE: www.dci-engineers.com DRAWN BY FLOOR FRAMING PLAN CIVIL / STRUCTURAL 15011-0041—SK01.dwg 27—Feb-15 7:30 AM tostlinq R1/4 EA SIDE W/(3) 5/8 0 THRU BOLTS CROP CORNER TO AVOID "We OF BEAM (E) FLOOR _ 31'. 1y�� E) TOPPING SLAB TRUSS BEYOND �— :O'N FLR SHTHG PS L -PER PLAN . FIT UP ANGLE J L3x6x5/16 x 0'-4" LONG' TYP Q TO 3/16 WF WEB 3/16N ANGLE TO 3/16 V WF WEB CONNECTION OF NEW PSL TO EXISTING WF © Copyright 02/2015 D•Arnalo Conversano Inc. All Rights Reserved this do nwL om o< Woo sm designs moy not be muse, T%FLOO.R SCALE: 3/4"=1'-0" - PROJECT NAME: C 115011-0041 SECU PARKSIDE TI & ADDITION - PROJECT NO: SKETCH NO: e n(3 11 n a E F9 S® SK02 DATE: CONSTRUCTION FIELD SKETCH: 02/26/2015 STRUCTURAL FRAMING DETAIL BY. WEBSITE: www.dci-engineers.com DRAWN BY CIVIL / STRUCTURAL I DUI I—UU4I—JKULAW9 L/—reD—IJ /:JL AM iosun9 May 18, 2015 Plans Reviewer City of Tukwila Community Development Department Public Works Department Permit Center 6300 Southcenter Boulevard Suite100 Tukwila, WA 98188 RE: PERMIT RESUBMITTALS For: SECU Tenant Improvements Permit Number D15-0062 To whom it may concern: As a result of the bid process, the following revisions have been made to the SECU Tenant Improvements Permit Set dated 03/06/2015: General Sheets Sheet G100 1. Reorganized sheets to combine architectural and interiors, "I" sheets eliminated, Index of Drawings updated. 2. Parcel — full legal description provided. Sheet G200 1. 1" Floor Banking 100 - Fire Shutter eliminated (sprinklered building, business occupancy, non -separated, no rating required by code), Storefront reconfigured. 2 2nd Floor Conference 200 — Existing single door demolished, double doors provided. Architectural Sheets Sheet A111 1. Banking 100 - Fire shutter eliminated. Storefront reconfigured. 2. Office 103, Workroom 105, Kitchen 106 - Millwork shown. expanded. 3. Lounge 126 — Pocket door added. 4. Keynotes 06-027, 08-087, 12-024, 12-033 added. SEAS EL Conference 104 - DECEIVED CITE' OF TUKWILA MAY 19 2015 PERMIT CENTER ,. cr ..zAn k.,.c Sheet A112 1. Conference 200 — Existing single door demolished, double doors provided. 2. Conference 242, Office 247 - New windows added. 1. Keynotes 06-027, 08-087, 12-024, 12-033 added. Sheet A121 1. Banking 100 - Fire shutter eliminated. Storefront reconfigured. Ceiling heights provided. 2. Conference 104 — expanded. 3. Keynote 09-511 added. Sheet A122 1. Conference 200 — Ceiling heights provided. 2. Office 240, Conference 241, Conference 242, Workroom 243, Mailroom 244, Office 245, Office 246, Office 247, Server Room 290 — Ceiling raised to 9'-0" 3. Keynote 09-511 added. Sheet A131 1. Sheet renamed, previously ID101 2. Banking 100 — Furniture and equipment layout reconfigured. 3. Office 103, Workroom 105, Kitchen 106 — Millwork shown. 4. Break Room 125 — Millwork reconfigured. 5. Keynotes added.' Sheet A132 1. Sheet renamed, previously ID102 2. Conference 200 - Furniture changed. 3. Conference 242, Office 247 — Windows added. 4. Keynotes added. Sheet A141 1. Sheet renamed, previously ID111 2. General Notes, Keynotes, Legend added. 3. Banking 100 — floor finish reconfigured at entry. 4. Conference 104, Workroom 105 — Floor Finish adjusted. 5. Break Room 125, Lounge 126 — Floor Finish adjusted. Sheet A142 1. Sheet renamed, previously ID112 2. General Notes, Keynotes, Legend added. Sheet A401 1. New Sheet, Interior Elevations. Sheet A402 1. New Sheet, Interior Elevations. SECU Tenant Improvement —Tukwila, WA CR Commission/Project No.: 215001 May 18, 2015 Page 2 of 3 x�,,vvvxr arch itects.-cam No Sheet A403 1. New Sheet, Interior Elevations Millwork Sheet A6O1 1. Sheet renamed, previously A6.1, details rearranged. 2. Partition Type 4 added. 3. Detail 8 Floor Finish Transitions added. 4. Detail 9 Partition @ Window Mullion added. Sheet A6O2 1. New Sheet, Schedule & Details Sheet A7O1 2. New Sheet, Interior Details Millwork Sheet A7O2 5. New Sheet, Interior Details Millwork Sheet A7O3 1. New Sheet, Interior Details Millwork Mechanical Sheets 1. Refer to attached permit resubmittal letter from Metrix Engineers. Plumbing Sheets 1. Refer to attached permit resubmittal letter from Metrix Engineers. Electrical Sheets 1. Refer to attached permit resubmittal letter from Case Engineering. We appreciate your review and humbly seek your approval. If you have any questions or comments, please feel free to call me at 206.682.0884. Sincerely, CR architecture + design gAA,�V ham„-... _. . Che Fortaleza Project Manager File Location: 5:12_Commerciall2_15—Commercia11215001 SchoolEmployeesCreditUnionOfficeBuildingtDOCSIRegulatoryt03_Permit Resubmittals\SECU TI Permit Resubmittal Letter-1 5 0518.docx SECU Tenant Improvement — Tukwila, WA CR Commission/Project No.: 215001 May 18, 2015 Page 3of3 v�w ,-.r- -3 rc hi tects; c;orr: METR V E N G I N E E R S May 18, 2015 Plans Reviewer City of Tukwila Community Development Department Public Works Department Permit Center 6300 Southcenter Boulevard Suite 100 Tukwila, WA 98188 RE: PERMIT RESUBMITTALS For: SECU Tenant Improvements Building Permit #D15-0062 Mechanical Permit #M15-0025 Plumbing Permit #PG15-0029 To Whom It May Concern: As a result of the bid process, the following mechanical and plumbing revisions have been made to the SECU Tenant Improvements Permit Set dated 03/06/2015: Sheet M-002 1. The Exhaust Fan Schedule was updated with a revised fan selection. Sheet M-004 1. VAV balancing notes were removed from the Test & Balance specifications. Sheet M-701 1. Revised Flag Note #2 to include the replacement of all fire sprinkler heads. Sheet M-702 1. Revised Flag Note #2 to include the replacement of all fire sprinkler heads. Should you have any questions or concerns, please feel free to call me at 206-920-9240. Regards, Scott A. Miller, PE Principal 1131 SW 7tn Street, Suite 110 Renton, WA 98057 Office: 425 336 2822 Fax: 425 336 2802 IL CASE ENGINEERING Consulting Electrical Engineers May 15, 2015 Electrical Plans Reviewer City of Tukwila Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 Project: SECU Tenant Improvements Electrical Permit #EL15-0216 Subject: Permit Resubmittals As a result of the bid process, the following revisions have been made to the SECU Tenant Improvement Permit Set dated 03/06/15: Sheet E001 • Updated energy code compliance form with new fixture types and quantities • Revised lighting fixture schedule • Added lighting control schedule • Added General Note for all sheets • Added symbols to legend choot F,?nl • Revised outlet layout to match architectural changes Sheet E202 • Revised outlet layout to match architectural changes Sheet E301 • Minor lighting revisions to align with RCP changes • Added dimming fixtures to comply with Washington State Energy Code Sheet E302 • Added dimming fixtures to comply with Washington State Energy Code Sheet EL401 • Updated emergency egress lighting level calculations to match with revisions to lighting plan Sheet EL402 • Updated emergency egress lighting level calculations to match with revisions to lighting plan 19515 North Creek Parkway, Suite 302, Bothell, WA 98011 Phone:425-402-9400 Fax:425-402-9402 SECU Permit Rdsubmittal May 15, 2015 Page 2 of 2 ShPPtFRn1 • Partial Basement Electrical Plan — Corrected name of Panel PD • Existing Riser Diagram — Corrected ground size to Panel PD • Updated Load Summary for 1200 amp Bussed Gutter SheetE901 • Updated panel schedules Please let me know if you have any questions or need additional information. Thank you, Michael Case, P.E. file name PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0062 DATE: 05/19/15 PROJECT NAME: SCHOOL EMPLOYEES CREDIT UNION SITE ADDRESS: 5200 SOUTHCENTER BLVD Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: H-��� Building Division Public Works PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: t,W� (, S A Fire Prevention a Structural ❑ Planning Division Permit Coordinator IN DATE: 05/21/15 Structural Review Required ❑ DATE: DUE DATE: 06/18/15 Approved ❑ Approved with Conditions ❑ Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0062 DATE: 03/09/15 PROJECT NAME: SCHOOL EMPLOYEES CREDIT UNION SITE ADDRESS: 5200 SOUTHCENTER BLVD - SUITE 100 X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: BuiI ng Division 0A5 K&, P lic Works PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved n Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Firer eveon tion 16 Structural ❑ Planning Division a Permit Coordinator kj DATE: 03/12/15 Structural Review Required ❑ DATE: DUE DATE: 04/09/15 Approved with Conditions 1�f Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PROJECT NAME: PERMIT NO: -Q SITE ADDRESS: pi vi„ ORIGINAL ISSUE DATE: REVISION SLOG REVISION DATE RECEIVED STAFF ISSUED DATE STAFF NO. INITI S INITIALS Summary of Revision: 1/1 : J %, A v,rr) 1) (- n 1MAA o Y . Received REVISION NO. DATE RECEIVED STAFF INITIALS ISSU D DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: hqp://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 05/18/201.5 Response to Incomplete Letter # Plan Check/Permit Number: D1.5-0062 Response to Correction Letter # ✓ Revision # 1 after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: SECU Tenant Improvements Project Address: 5200 Southcenter Blvd. Tukwila, WA 98188 Contact Person. Che Fortaleza Phone Number: (206) 682-0884 Summary of Revision: Revisions as a result of the bidding process. See attached narrative. Y.1 9 2015 PERMITCENTER Sheet Number(s): Listed on attached narrative. "Cloud" or highlight all areas of revision including date of revision c 0 Received at the City of Tukwila Permit Center by: <-�'-2J N--Entered in Permits Plus on H:\Applications\Forms-Applications On Line\2010 Applications\7-2010 - Revision Submitlal.doc Revised: May 2011 FERGUSON CONSTRUCTION IT"' Pagel of 3 Home Inicio en Fcpanol Contact Safety Washington State Department of Labor & Industries FERGUSON CONSTRUCTION INC Search L&I A-Z Indcx Hell,) &Iy Secure 1,k-1 Claims & Insurance Workplace Rights Trades & Licensing Owner or tradesperson 13810 SE EASTGAE WAY STE 110 VACURA, TODD M BELLEVUE, WA98005-4417 425-974-8400 Principals KING County VACURA, TODD M, PRESIDENT JANSSEN, CHRIS L, SECRETARY BENNETT, GARY J, TREASURER COLIN, GENE J, CHIEF EXECUTIVE OFFICER PRESCOTT,LARRY (End: 01/01/1980) BENNETT, GARY J, VICE PRESIDENT (End: 04/30/2012) EASTON, MARGO, VICE PRESIDENT (End: 05/05/2004) LUNSFORD, LARRY JR, VICE PRESIDENT (End: 05/09/2002) RAFTERY, CHRIS, VICE PRESIDENT (End: 05/09/2002) SURINA, DON, VICE PRESIDENT (End: 05/09/2002) HALL, JAY L, TREASURER (End: 05/09/2002) BALBO, TOM C, VICE PRESIDENT (End: 10/11 /2011) Doing business as FERGUSON CONSTRUCTION INC WA UBI No. Business type 578 023 619 Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. ..........._.............................................................. Meets current requirements. License specialties GENERAL License no. FERGUCIOOOLA Effective — expiration 06/01/2000— 06/01/2016 Bond ................. TRAVELERS CAS & STY CO OF AMER $12,000.00 Bond account no. 968384 https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=578023619&LIC=FERGUCIOOOLA&SAW= 5/8/2015 REMODEL 5200 SOUTHCENTER BL TUKWILA WA 98188C:3 U') N to N f� M N CO G ENERAL NOTES ABBREVIATIONS VICINITY MAP INDEX OF DRAWINGS OWNER O N � OD = iA X SCHOOL EMPLOYEES CREDIT UNION0 1. ALL WORK SHALL BE DONE IN A SAFE AND WORKMANLIKE MANNER AND IN STRICT ACT ACOUSTICAL CEILING TILE FLUOR FLUORESCENT PREFAB PREFABRICATEDCo ACCORDANCE WITH ALL ADOPTED CODES AND ALL APPLICABLE REGULATIONS AND ACU AIR CONDITIONING UNIT FR FRAME PROJ PROJECT " F " �/ %/i�" '' p : p r ¢cc 6RDINANCES HAVING JURISDICTION. AD AREA DRAIN FRTW FIRE RETARDANT TREATED WOOD " " °' �n PROP PROPERTY r y SHEET # W N 325 EASTLAKE AVENUE EAST U o ADA AMERICANS WITH DISABILITIES ACT FT FOOT/FEET PSI POUNDS PER SQUARE INCH € " 4 W N p cv m o a: 0 S 2. ALL PERMITS, LICENSES AND INSPECTIONS REQUIRED TO PERFORM AND COMPLETE ADJ ADJOINING, ADJUSTABLE FTG FOOTING PTD PAINTED 3' " b "` o ¢ W N N N \ SEATTLE, WA 98 09 WORK SHALL BE SECURED BY AND PAID FOR BY CONTRACTOR. ADMIN ADMINISTRATION, ADMINISTRATIVE GA GAGE PVC POLYVI NYLCH LORI DE i W 0o m o a w o 'y AFF ABOVE FINISHED FLOOR GALV GALVANIZED PWD PLYWOOD "' "�;` °- o m T. (206) 628-5978 y >, co ag 3. THE CONTRACTOR SHALL THOROUGHLY EXAMINE ALL FACTORS REASONABLY AFG ABOVE FINISHED GRADE GEN GENERAL QTY QUANTITY z 3 F AVAILABLE TO HIM, INCLUDING BUT NOT LIMITED TO THE DRAWINGS, SPECIFICATIONS, AFS ABOVE FINISHED SLAB GLULAM GLUE LAMINATE QT QUARRY TILE' "' o cn ACTUAL SITE CONDITIONS. DATA MAY NOT BE ALL CONCLUSIVE AND IT IS THE AHU AIR HANDLING UNIT GSB GYPSUM SHEATHING BOARD R RADIUS '' :: S CONTRACTOR'S RESPONSIBILITY TO FURTHER INVESTIGATE SITE CONDITIONS AS HE ALUM ALUMINUM GWB GYPSUM WALLBOARD r , G100 COVER SHEET/ DRAWINGS INDEX X X X X > 0° Z o RAC ROOM AIR CONDITIONER yam, r- DETERMINES NECESSARY. APPX APPROXIMATE HB HOSE BIBS RCP REFLECTED CEILING PLAN APT APARTMENT HC HOLLOW CORE RD ROAD, ROOF DRAIN ': '. z:' ': G200 LIFE SAFETY PLAN X X X _ 4. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, TOOLS, AND INCIDENTAL PARTS ARCH ARCHITECT/ -RAL HDBD HARDBOARD WOOD (DOOR) REBAR REINFORCING STEEL BARS AND MATERIALS EVEN IF NOT SPECIFICALLY NOTED ON THE PLANS, FOR A COMPLETE ASH AUTOMATIC SPRINKLER HEAD HDW HARDWARE REC RECESSED ¢ "' «� z w cn ARCHITECT OPERATIVE INSTALLATION. ASR AUTOMATIC SPRINKLER RISER HM HOLLOW METAL RECT RECTANGULAR ARCHITECTURAL z g ¢. ASU AIR SUPPLY UNIT HORIZ HORIZONTALLY Cn REF REFRIGERATOR, REFERENCE ti s AD111 DEMOLITION FLOOR PLAN, FIRST LEVEL X XQo 5. EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF AUX AUXILIARY HP HIGH POINT C R architecture + design RF RESILIENT FLOORING AD112 DEMOLITION FLOOR PLAN, SECOND LEVEL X X ALL DRAWINGSAND SPECIFICATIONS IN THE IR RELATED FIELD. THE FAILURE TO ACQUAINT AV AUDIO VISUAL HR HOUR REINF REINFORCE HIMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE HIM OF ANY RESPONSIBILITY FOR AVG AVERAGE HT HEIGHT RESIL RESILIENT AD121 DEMOLITION CEILING PLAN, FIRST LEVEL X X AVE,VESUITE 2800 506 SECOND D A PERFORMING HIS WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED AVT AIR VENT HVAC HEATING, VENTING, AIR CONDITIONING REV REVISION A EMOLITION CEILING PLAN, SECOND LEVEL X X BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH B/ BOTTOM OF HW HOT WATER PIPING :..:,'-;. ,. EATTLE WA 98104 -. THIS KNOWLEDGE. BD BOARD HWY HIGHWAY RFG ROOFING Lx �C 3 nGgwR7f9Y0gMptae;' A111 F OOR PLAN, FIRST LEVEL X X X X . RH RIGHT HAND "� """''�"' / ) ' BLDG BUILDING ID INTERIOR DESIGN, INSIDE DIAMETER RHR RIGHT HAND REVERSE / A112 OOR PLAN, SECOND LEVEL X X X X T. 2O6 682-0884 6. NOTICE TO ALL SUBCONTRACTORS: IT IS YOUR RESPONSIBILITY TO BID YOUR SCOPE OF BLKG BLOCKING IMET INSULATED METAL (DOOR) RI RISER A121 R FLECTED CEILING PLAN, FIRST LEVEL X X X WORK USING THE COMPLETE SET OF PLANS AND SPECIFICATIONS. BLKHD BULKHEAD IN INCH/ -ES RM ROOM A122 FLECTED CEILING PLAN, SECOND LEVEL X X X BM BEAM INCL INCLUDED RO ROUGH OPENING x 7. ANY DAMAGE TO PROPERTY CAUSED BY THE CONSTRUCTION PROCESS SHALL BE BPL BASE PLATE INSUL INSULATION ROW RIGHT OF WAY A131 &EPLAN, FIRST LEVEL X X X X REPAIRED/REPLACED AT NO ADDITIONAL COST TO OWNER. BRG BEARING INT INTERIOR PROJECT SITE A132 F E PLAN, SECOND LEVEL X X X X RV ROOF VENT z BRCG BRACING JAN JANITOR SAN SANITARY A141 NISH PLAN, FIRST LEVEL X X X 8. THE CONTRACTOR SHALL MAINTAIN THE CONSTRUCTION AREA FREE AND CLEAR OF BRM BEDROOM JT JOINT SC SOLID CORE A142 FI ISH PLAN, SECOND LEVEL X X X STRUCTURAL DEBRIS. REMOVE TRASH AND DEBRIS FROM CONSTRUCTION AREA AND DO NOT ALLOW TO CAB CABINET KD KNOCK -DOWN SCLG SUSPENDED CEILING ACCUMULATE. NO FLAMMABLE CAV CAVITY KIT KITCHEN SCHED SCHEDULE A401 ERIOR ELEVATIONS X X X V MATERIALS/LIQUIDS MAY BE STORED IN THE BUILDING. DURING CONSTRUCTION, PROVIDE CB CATCHBASIN LAM LAMINATION SCWD SOLID CORE WOOD A402 I ERIOR ELEVATIONS X X D C I ENGINEERS UL LISTED 2A:20BCDRY CHEMICAL FIRE EXTINGUISHERS AS SPECIFIED. MAKE ACCESSIBLE CJ CONTROL JOINT LAV LAVATORY SD SMOKE DETECTOR ERI ELEV ONS X AT ALL TIMES WITHIN ALL CONSTRUCTION AREAS. CL CENTER LINE LBL LABEL SL SEA LEVEL PROPERTY/SITE MAP A601 HEDULES & DETAILS X X 818 ST EWART STREET, SUITE 1000 CLG CEILING LDBRG LOAD BEARING SF SQUARE FOOT C) 9. CONTRACTOR(S) SHALL CONFINE THEIR CONSTRUCTION ACTIVITIES TO DESIGNATED CLO CLOSET LF LINEAR FOOT SGD SLIDING GLASS DOOR A602 S HEDULES & DETAILS X X L CONSTRUCTION AREAS ONLY. STAGING AND STORAGE IN CONSTRUCTION AREA(S) OR, IF CMU CONCRETE MASONRY UNIT LH LEFT HAND A70 T DE S MI ORK X X S EATT LE, WA 98101 SGL SINGLE T: (206) 332-1900 ADDITIONAL SPACE IS REQUIRED, IN OWNER/TENANT DESIGNATED AREA OR ROOM. CO CLEAN OUT LHR LEFT HAND REVERSE SHT SHEET d. A702 I TERIOR DETAILS MILLWO X SUPPLY AND REMOVAL OF MATERIALS BY PRIOR APPROVED ROUTES ONLY. COL COLUMN LP LOW POINT SIM SIMILAR creating extraordinary spaces CONSTRUCTION PARKING ONLY IN DESIGNATED LOCATIONS. CONC CONCRETE LR LIVING ROOM A7 3 TERIOR DETAILS MILLWORK X X www.cr-architects.com CONF CONFERENCE LTD LIMITED SO FT SQUARE FOOT 1 SO IN SQUARE INCH " .,�»> � 800.469.4949 10. REMOVE EXISTING ITEMS, SERVICES, FINISHES OR SURFACES AS REQUIRED FOR NEW CONSTR CONSTRUCTION LTWT LIGHTWEIGHT ! MECHANICAL CONSTRUCTION. DO NOT USE BUILDING DUMPSTER. DISPOSE OF DEBRIS IN CONT CONTINUOUS LVR LOUVER SO YD SQUARE YARD s SP. STAND PIPE %� $M001 MECHANICAL LEGEND, ABBREVIATIONS AND GEN. NOTES X X ACCORDANCE WITH LOCALLY APPROVED REGULATIONS. CORR CORRIDOR MAINT MAINTENANCE SPECS SPECIFICATIONS i M002 MECHANICAL SCHEDULES X X X X CONSULTANTS CPT CARPET MAS MASONRY SS STAINLESS STEEL, SOLID SURFACE M E P 11. ALL DEMOLISHED MATERIALS SHALL BE DISPOSED OF BY CONTRACTOR, UNLESS CS CONCRETE SEALED MATL MATERIAL ST STREET M003 MECHANICAL SPECIFICATIONS X X NOTED OTHERWISE. CT CERAMIC TILE MAX MAXIMUM STR STAIR M004 MECHANICAL SPECIFICATIONS X X X CU FT CUBIC FEET MBR MASTER BEDROOM STO STORY MD01 FIRST FLOOR MECHANICAL DEMOLITION PLAN X X M ETR IX ENGINEERS 12. MAINTAIN ALL REQUIRED VEHICULAR, PEDESTRIAN AND EMERGENCY ACCESS/EGRESS CU YD CUBIC YARD MDF MEDIUM DENSITY FIBERBOARD STC SOUND TRANSMISSION CLASS - -1 TO AND FROM THE SITE, BUILDING, AND ADJACENT BUILDINGS/PROPERTIES AT ALL TIMES. CW COLD WATER PIPING MED MEDIUM STD STANDARD MD02 SECOND FLOOR MECHANICAL DEMOLITION PLAN X X ALL ADJACENT BUILDINGS (WHERE APPLICABLE) SHALL REMAIN IN SERVICE DURING D DEEP, DEPTH, DRYER MECH MECHANICAL STL STEEL M101 FIRST FLOOR HVAC ZONING PLAN X X 1131 SOUTHWEST 7TH STREET, SUITE 110 DEMOLITION/CONSTRUCTION. COORDINATE PORTIONS OF THE WORK WHICH MAY IMPACT DBL DOUBLE MFR MANUFACTURER STOR STORAGE M102 SECOND FLOOR HVAC ZONING PLAN X X R E NTO N WA 98057 ADJACENT BUILDINGS OR SITES WITH APPROPRIATE RESPONSIBLE PARTIES. DEMO DEMOLITION MH MANHOLE STRUCTSTRUCTURAL M201 FIRST FLOOR PLUMBING PLAN X X DET DETAIL MID MIDDLE SUSP SUSPENDED M202 SECOND FLOOR PLUMBING PLAN X X 13. MUD AND DEBRIS SHALL NOT BE TRACKED ONTO BUILDING SPACES, OWNER PAVING DIA DIAMETER MIN MINIMUM SW SWITCH T: (425) 336-2822 OR CITY STREETS. SHOULD SUCH AN INCIDENT OCCUR, CLEAN IMMEDIATELY, USING t DIV DIVIDE, DIVIDER MISC MISCELLANEOUS g '¢ . M301 FIRST FLOOR HVAC PLAN X X SWR SEWER ...,, F APPROPRIATE METHODS AND FORCES. DN DOWN MSL MEAN SEA LEVEL T/ TOP OF M302 SECOND FLOOR HVAC PLAN X X F: (425) 336-2802 DMPR DAMPER MO MASONRY OPENING T&B TOP AND BOTTOM M303 ROOF HVAC PLAN X X 14, PROVIDE METHODS FOR RELEASE OF WATER AT ALL SITEWORK OR BUILDING DR DOOR MTD MOUNTED, MOUNTING T&G TONGUE AND GROOVE : ELEMENTS AS REQUIRED TO PREVENT PONDING. DS DOWNSPOUT MTL METAL M701 FIRST FLOOR FIRE SPRINKLER PLAN X X X X TD TRENCH DRAIN DW DISHWASHER NA NOT APPLICABLE TEL TELEPHONE " ~ M702 SECOND FLOOR FIRE SPRINKLER PLAN X X X X 15. PRIOR TO PERFORMING ANY WORK OR ORDERING MATERIALS, CONTRACTOR SHALL DWG DRAWING NF NEAR FACE TEMP TEMPORARY VERIFY DIMENSIONS OF ANY EXISTING AND NEW WORK, AND SHALL BE RESPONSIBLE FOR EA EACH NIC NOT IN CONTRACT TERM TERMINAL ELECTRICAL CASE ENGINEERING THEIR ACCURACY. ANY DIFFERENCES FOUND SHALL BE SUBMITTED TO THE ARCHITECT EF EACH FACE NLB NONLOADBEARING THK THICKNESS FOR CONSIDERATION PRIOR TO PROCEEDING WITH WORK. EL ELEVATION NO. OR # NUMBER THRU THROUGH E001 ELECTRICAL LEGEND, LIGHTING SCHEDULES X X X X ELEV ELEVATOR NOM NOMINAL TR TREAD '> E002 ELECTRICAL SPECIFICATIONS x x 19515 NORTH CREEK P KWY, SUITE 302 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE TIMELY ORDERING OF MATERIALS ELEC ELECTRICAL NTS NOT TO SCALE TS TUBE STEEL ED101 FIRST FLOOR ELECTRICAL DEMOLITION PLAN X X TO PROHIBIT DELAYS OF THE CONSTRUCTION SCHEDULE OF THIS PROJECT. EQ EQUALLY 0/ OVER BOTH E LL, WA 98011 CONTRACTOR SHALL SUBMIT CONFIRMATION OF DELIVERY DATES OF PRODUCTS WITH EQUIP EQUIPMENT O/O OUT TO OUT TV TELEVISION ED102 SECOND FLOOR ELECTRICAL DEMOLITION PLAN X X LONG LEAD TIMES WITH PRODUCT SUBMITTALS. IT IS THE RESPONSIBILITY OF THE ESMT EASEMENT LINE OC ON CENTER TYP TYPICAL E201 FIRST FLOOR POWER/COMMUNICATIONS PLAN X X X T: (425) 402-9400 CONTRACTOR TO COORDINATE DELIVERY OF MATERIALS IN A TIMELY MANNER. EXIST EXISTING ODIA OUTSIDE DIAMETER UNO UNLESS NOTED OTHERWISE E202 SECOND FLOOR POWER/COMMUNICATIONS PLAN X X X EXP EXPANSION ODIM OUTSIDE DIMENSION UTILUR URINAL E301 FIRST FLOOR LIGHTING PLAN X X X X F. (425) 402-9402 17. CONTRACTOR SHALL REPLACE AND/OR RESTORE ALL MATERIALS STORED OR EXT EXTERIOR OFF OFFICE VAN UTILITY INSTALLED ON THE SITE SUBJECT TO DAMAGE OR THEFT. EWC ELECTRIC WATER COOLER OF/CI OWNER FURNISHED/CONTRACTOR INSTALLED VAN VANITY EL40 SECOND FLOOR LIGHTING PLAN X X X X VAR VARIES EL401 FIRST FLOOR LIGHTING CALCULATIONS X X X EWS EYE WASH STATION OF/OI OWNER FURNISHED/OWNER INSTALLED VCT VINYL COMPOSITION TILE 18. ALL MATERIALS SHALL BE NEW AND OF FIRST QUALITY, AND WORKMANSHIP F/ FACE OF OPEN OPENING VERT VERTICALLY EL402 SECOND FLOOR LIGHTING CALCULATIONS X X X PERFORMED BY SKILLED CRAFTSMEN. ALL MATERIALS AND LABOR SHALL MEET THE F/CONC FACE OF CONCRETE OPP OPPOSITE VEST VESTIBULE E801 RISER DIAGRAM X X X X HIGHEST STANDARDS OF THE INDUSTRY. F/F FACE TO FACE OPT OPTIONAL VIF VERIFY IN FIELD E901 PANEL SCHEDULES X X X F/FIN FACE OF FINISH ORD OVERFLOW ROOF DRAIN VOL VOLUME 19. INSTALL ALL MANUFACTURED ITEMS, MATERIALS, AND EQUIPMENT IN STRICT F/MAS FACE OF MASONRY PAR PARALLEL VS VENT STACK ACCORDANCE WITH F/STD FACE OF STUDS PBD PARTICLE BOARD VWC VINYL WALL COVERING STRUCTURAL MANUFACTURERS' RECOMMENDATIONS AND INSTRUCTIONS. FAAP FIRE ALARM ANNUNCIATOR PANEL PC POINT OF CURVE W WASHER REFER TO STRUCTURAL CALCULATIONS X X FAR FLOOR AREA RATIO PER PERIMETER W/ WITH 20. THOSE ITEMS NOTED N.I.C. (NOT IN CONTRACT), OR NOTED TO BE PERFORMED BY FD FLOOR DRAIN PERF PERFORATED/-ATIONS W/O WITHOUT OTHERS, SHALL BE COORDINATED IN A MUTUALLY AGREEABLE AND COOPERATIVE FDC FIRE DEPARTMENT CONNECTION PERP PERPENDICULAR W/W WALL TO WALL MANNER BY THE CONTRACTOR SO AS TO ALLOW TIMELY INTEGRATION INTO THE PROJECT FDTN FOUNDATION PH PHASE WC WATER CLOSET L COPYISSUE/REVISION AS REQUIRED. FEW FIRE EXTINGUISHER WALL MOUNT PL PLATE, PROPERTY LINE WD WOOD 03/06/2015 FEC FIRE EXTINGUISHER CABINET PLF POUNDS PER LINEAR FOOT WH WATER HEATER O 21. CONTRACTOR SHALL CONSULT WITH THE RESPECTIVE MUNICIPAL FIRE DEPARTMENT FF&E FURNITURE, FIXTURE AND EQUIPMENT PLAM PLASTIC LAMINATE WT WEIGHT Permit 08 PERMIT ISSUE AUTHORITIES HAVING JURISDICTION RELATIVE TO REQUIREMENTS FOR FIRE FH FIRE HYDRANT PLBG PLUMBING WWF WELDED WIRE FABRIC EXTINGUISHER PROTECTION IN THE BUILDING AND SHALL ADVISE THE OWNER. FIRE FHC FIRE HOSE CABINET PNL PANEL XBRA CROSSBRACING 04/10/201E EXTINGUISHERS SHALL BE PROVIDED BY THE OWNER. FINAL FIRE EXTINGUISHER FIN FINISH PSF POUNDS PER YD YARD DRAIN Plan review approval is Jed 0 d omissions. BID ISSUE LOCATIONS ARE TO BE APPROVED BY THE FIRE MARSHAL. FLR FLOOR/FLOORING PR PAIR SQUARE FOOT Approval of ConStructi n doc not authorize Q 05/18/2015 22. TWO COMPLETE SETS OF DETAILED SHOP DRAWINGS SHALL BE SUBMITTED TO the Violation Of any opt a Oc nance. Receipt 1 PERMIT RESUBMITTAL GOVERNMENTAL AUTHORITIES & APPROVED PRIOR TO THE START OF FABRICATION OR of approved Field 0 d d' is acknowledged: INSTALLATION FOR AUTOMATIC FIRE SUPPRESSION SYSTEM WHEN APPLICABLE. 23. THE GENERAL CONTRACTOR SHALL RESPOND TO ALL REQUIREMENTS OF THE By' ARCHITECT/ENGINEERS FOR VERIFICATIONS, RESPONSES AND SUBMISSIONS. SYMBOL LEGEND. L DESIGN CRITERIA 1 Date: 24. SUBMIT SHOP DRAWINGS/PRODUCT INFORMATION/SAMPLES OF SPECIFIED PRODUCTS. t I WALL TYPE TAG ELEVATION NUMBER FABRICATIONS SHALL BEGIN ONLY AFTER APPROVED SHOP DRAWINGS HAVE BEEN SECTION NUMBER 1 PARCEL NUMBER: 115720-0013 THIS SET OF DRAWINGS ARE FOR THE PROPOSED CHANGES TO INTERIOR OF THE EXISTING PARKSIDE BUILDING AT City of Tu �la RETURNED BY ARCHITECT TO CONTRACTOR. 1 5200 SOUTHCENTER BLVD. THE EXISTING BUILDING IS APPROXIMATELY 16672 SQUARE FEET PER FLOOR, FOR A TOTAL A2.1 SECTION CUT TAG O WINDOW TAG 4 3 ELEVATION TAG LEGAL DESCRIPTION: OF 50017 SQUARE FEET INCLUDING BASEMENT LEVEL, FIRST FLOOR, AND SECOND FLOOR. THERE ARE 34 EXISTING BUILDING DIVISION 25. DURING CONSTRUCTION, THE CONTRACTOR SHALL MAINTAIN A JOBSITE SET OF SHEET NUMBER 2 PARKING STALLS IN THE BASEMENT LOT. SCOPE OF WORK INCLUDES TENANT IMPROVEMENTS ON THE FIRST AND PARCEL A: F INTERIOR SPACES INVOLVING DEMOLITION AND CONSTRUCTION DOCUMENTS. ON THESE, RECORD ANY DEVIATIONS FROM THE ORIGINAL SHEET NUMBER HOSE PORTIONS OF THE SOUTH 51 FEET OF THE EAST 441 FEET OF TRACT 1; AND THE NORTH SECOND LEVEL OF APPROXIMATELY 16,50 , SQUARE FEET O PLANS, LOCATE CONCEALED PLUMBING PIPING, AND SYSTEM TIE-INS. TURN SET OVER TO SECTION NUMBER 100 DOOR TAG 140 FEET OF THE EAST 441 FEET OF TRACT 2; ALL IN BROOKVALE GARDEN TRACTS, ACCORDING CONSTRUCTION E NEW INTERIOR WALLS, DOORS, GLAZING, INTERIOR FINISHES, AND CASEWORK. INCLUDED IN T OWNER/TENANT UPON COMPLETION OF PROJECT. 1 TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 47, IN KING COUNTY, RENOVATIONS ARE HVAC RECONFIGURATIONS, INSTALLATION OF NEW PLUMBING AND APPLIANCES, AND ELECTRICAL DETAIL TAG A 1 ASHINGTON LYING EASTERLY OF 52ND AVENUE SOUTH AS CONDEMNED IN KING COUNTY RECONFIGURATIONS INCLUDING INSTALLATION OF NEW LIGHT FIXTURES, POWER, DATA, AND TELEPHONE. PROVIDED26. ALL QUESTIONS RELATING TO THE CONSTRUCTION OF THIS PROJECT SHALL BE A2.1 REVISION TAG SUPERIOR COURT CAUSE NO. 596231; FOR REFERENCE ARE STRUCTURAL CALCULATIONS AND INTERIOR DESIGN, MECHANICAL, PLUMBING AND ELECTRICAL PRESENTED IN WRITTEN FORM BY WAY OF "REQUEST FOR INFORMATION", THROUGH THE SHEET NUMBER COLUMN DRAWINGS. GENERAL CONTRACTOR ONLY. XX'-X" LEVEL LINE CONTROL Z _� KEYNOTE SYMBOL U REFERENCE XCEPT THAT PORTION THEREOF CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NO. 'a VERIFICATION NOTES: JST BRG POINT OR DATUM �J GRIDS 596231 FOR PRIMARY STATE HIGHWAY NO. 1; ROOM WED FOR 2 o NAME OGETHER WITH THAT PORTION OF THE SOUTHERLY 51 FEET OF TRACT 1 AND OF THE NORTHERLY 1. IT REMAINS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING EXIT SIGN XXX ROOM TAG 140 FEET OF TRACT 2 OF BROOKVALE GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF REVIS_ 1_ ONS CODE COMPLIANCE RECORDED IN VOLUME 10 OF PLATS, PAGE 47, IN KING COUNTY, WASHINGTON, BEING SOUTHERLY Changes shall be made to the scope APPROVED o Chan z � CONDITIONS PRIOR TO THE SUBMISSION OF A BID AND TO THE COMMENCEMENT OF ANY CL HT of � �..,. �( ��► WORK. NO ADDITIONAL COMPENSATION WILL BE PAID DUE TO THE CONTRACTOR'S ~- DIRECTION OF EGRESS F A LINE DRAWN EASTERLY, AT RIGHT ANGLES TO THE Y-LINE SURVEY OF STATE ROUTE NO. 5, ithout prior approval of o Q FAILURE TO BECOME ACQUAINTED WITH EXISTING SITE, EXTENTS OF MATERIALS, SOUTH 178TH STREET TO SOUTH 126TH STREET, FROM HIGHWAY ENGINEERS STATION Y 12+90 Tu'CL'riia Building Division. MAY 2 8 ZOOS s, n _ , . .- W FINISHES, AND UTILITIES. THEREON AND LYING BETWEEN THAT LINE DRAWN PARALLEL WITH AND 40 FEET EASTERLY, WHEN � r-� � I-��•��.,,:;, will r�;gt�ire a new plan submittal z 2. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD EASURED AT RIGHT ANGLES, FROM SAID Y-LINE SURVEY AND THAT RIGHT-OF-WAY LINE DRAWN ice: �l�aji !n:;''I,ldO addiiL tional plan review fees. PARALLEL WITH AND 30 FEET EASTERLY, WHEN MEASURED AT RIGHT ANGLES, FROM SAID Y-LINE W J VERIFY THE LOCATION OF ALL EXISTING UTILITIES (WHETHER SHOWN OR NOT) PRIOR TO SURVEY. City of Tukwila E o EXCAVATION. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF THE DISCOVERY OF BUILDING DIVISION 0 0 EXISTING UTILITIES NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL VERIFY PARCEL B• Z w EXACT LOCATIONS AND DEPTHS OF UNDERGROUND UTILITY SERVICES BY THE THAT PORTION OF TRACT 2 OF BROOKVALE GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF j o APPROPRIATE UTILITY COMPANY PRIOR TO ANY EXCAVATION. ECORDED IN VOLUME 10 OF PLATS, PAGE 47, IN KING COUNTY, WASHINGTON, DESCRIBED AS U U FOLLOWS: 3. THE CONTRACTOR SHALL FIELD LOCATE AND VERIFY ALL LINES AND LIMITS, SETBACKS PROJECT TITLE X AND RESTRICTIONS. IT REMAINS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO EGINNING AT THE INTERSECTION OF THE NORTH LINE OF SAID TRACT WITH THAT RIGHT-OF-WAY SECU TENANT W W DETERMINE EXACT LOCATION OF ALL SAID BOUNDARIES. LINE DRAWN PARALLEL WITH AND 30 FEET EASTERLY, WHEN MEASURED AT RIGHT ANGLES, FROM �, SAID Y-LINE SURVEY, THENCE SOUTHERLY, ALONG SAID RIGHT-OF-WAY LINE, TO A POINT IMPROVEMENT z n 4. THE CONTRACTOR SHALL VERIFY EXISTING FLOOR LEVELING. VERIFY FLOOR LEVELS PPOSITE HES Y 10+59 ON SAID Y-LINE SURVEY, THENCE EASTERLY, ALONG THE EXISTING P.S.H. --�'s„ RATE PERMIT z E SURROUNDING THE NEW CONSTRUCTION AND ADJUST TO ACCOMMODATE THE REQUIRED 1-RE LINE RIGHT-OF-WAY LINE OF SAID HIGHWAY TO A POINT OPPOSITE HES 1-RE 140+00 ON RLQUIRED FOR, o LEVELING OF FLOOR MATERIALS. ALL CHANGE IN LEVELS SHALL MEET ADA SAID EXISTING P.S.H. 1-RE LINE SURVEY AND 70 FEET NORTHERLY THEREFROM; THENCE • W Of REQUIREMENTS UNLESS OTHERWISE NOTED. IF THERE IS A CONFLICT IN FIELD ORTHWESTERLY, ALONG A LINE THE PRODUCTION OF WHICH EXTENDS TO A POINT OPPOSITE HES [ hanitt W CONDITIONS, NOTIFY THE ARCHITECT PRIOR TO CONSTRUCTION OR ORDERING OF Y 11 +00 ON SAID Y-LINE SURVEY AND 40 FEET EASTERLY THEREFROM, TO INTERSECT THE WEST a a MATERIALS. LINE OF THE EAST 225 FEET OF SAID TRACT; THENCE NORTHERLY, ALONG SAID WEST LINE, TO �,�tec ncal a THE NORTH LINE OF SAID TRACT; THENCE WESTERLY TO THE POINT OF BEGINNING; �umbin 5200 SOUTHCENTER BLVD 0 5. THE CONTRACTOR SHALL VERIFY THE FINISH FLOOR ELEVATION AT ALL NEW OPENINGS. �--�� 9 TUKVIIILA, WA 98188 D_ THE CONTRACTOR SHALL VERIFY SLAB DEPTHS TO ENSURE PROPER TIE-IN. REPORT ANY EXCEPT THAT PORTION OF THE ABOVE DESCRIBED PARCEL LYING WITHIN THE NORTH 140 FEET OF t�YL�aS Piplrtg W T DISCREPANCIES FOUND IN THE FIELD IMMEDIATELY TO THE ARCHITECT PRIOR TO MAKING AID TRACT; COMMISSION NO. 215001 00 ANY �; :1 Of Tukwila 0 o DISCREPANCY. MODIFICATIONS OR ORDERING ANY MATERIALS AFFECTED BY THIS TOGETHER WITH THAT PORTION OF VACATED SOUTHCENTER BOULEVARD ADJOINING, WHICH, UPON B�'!','^�G'C� Diif[SIOIV ►ssuE DATE, MARCH 6, 2015 W ACATION, ATTACHED TO SAID PROPERTY BY OPERATION OF LAW, AS PROVIDED BY ORDINANCE SHEET TITLE W 0 6. FIELD LOCATE AND VERIFY ANY EXISTING MECHANICAL, PLUMBING, ELECTRICAL, AND NO. 1172. RECEIVED a ° FIRE PROTECTION SYSTEMS. MAINTAIN IN WORKING ORDER (AND REPAIR IF DAMAGED) CITY OF TUKWIL� COVER SHEET W " DURING THE COURSE OF CONSTRUCTION. ARCEL C: DRAWING INDEX N a THAT PORTION OF THE WEST 130 FEET IN WIDTH OF THE EAST 225 FEET IN WIDTH OF TRACT 2 MAY 1 9 2OI5 o W 7. IF DISCREPANCIES ARE FOUND BETWEEN EXISTING FIELD CONDITIONS AND WHAT IS OF BROOKVALE GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF o Z a SHOWN ON THE LATS, PAGE 47, IN KING COUNTY, WASHINGTON, WHICH LIES NORTHERLY OF RENTON'S THREE a = o DRAWINGS, OR IF DISCREPANCIES ARE IDENTIFIED WITHIN THE CONSTRUCTION TREE POINT ROAD; o v DOCUMENTS, NOTIFY THE THE ARCHITECT THROUGH THE RFI (REQUEST FOR PERMIT CENTER �' INFORMATION) PROCESS TO DETERMINE ACTION TO BE TAKEN. XCEPT THE NORTH 140 FEET THEREOF; Z) W a.O N aX C o AND EXCEPT THAT PORTION DEEDED TO THE STATE OF WASHINGTON FOR P.S.H. NO. 1, RECORDED SHEET NO. U) W NDER RECORDING NO. 5538435; on Z v o TOGETHER WITH THAT PORTION OF VACATED SOUTHCENTER BOULEVARD ADJOINING, WHICH, UPON W o ACATION, ATTACHED TO SAID PROPERTY BY OPERATION OF LAW, AS PROVIDED BY ORDINANCE %=A ki W o N0. 1172. © 2015 Cole+Russell Architeets, Inc. �m 555 REGISTERED ARCHITECT DAVID S. ARENDS STATE OF WASHINGTON a 2U (n z _z - < U ~U z w O U= ~U zQ 0 � J U) (n 0m LL z+ - W W J S0 F- U of U_ O O z �_ F- z z W W (A UO 0 F- 0 U Uj F- X � W ww W F- z 0 zCO- U W Fof < =n U W <a U) W W co U WS J 00 1,0 OF �U W� WO a �a av W LL W ma J � w� a z 0 F- � N U W (j W O= O O W 0 N a Er co W0 xw mw F� Wo o �o U W 0W 00 F- F- I- O U ~W J F- m a a- - - - 6— _ O- G)- 1 2 3 4 5 6 7 8 LIFE SAFETY PLAN, FIRST LEVEL SCALE: 3/32"= V-0" 1 2 3 4 5 6 7 8 LIFE SAFETY PLAN, SECOND LEVEL SCALE: 3/32"=1'-O" JURISDICTION BUILDING: TUKWILA BUILDING DIVISION CITY OF TUKWILA, WASHINGTON ADOPTED CODES BUILDING CODE: 2012 INTERNATIONAL BUILDING CODE ELECTRICAL CODE: 2009 WASHINGTON CITIES ELECTRICAL CODE PLUMBING CODE: 2012 UNIFORM PLUMBING CODE MECHANICAL CODE: 2012 INTERNATIONAL MECHANICAL CODE FUEL GAS CODE: 2012 INTERNATIONAL FUEL GAS CODE ENERGY CODE: 2012 INTERNATIONAL ENERGY CONSERVATION CODE FIRE CODE: 2012 INTERNATIONAL FIRE CODE ACCESSIBILITY CODE: 2009 [CC A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN STATE AND MUNICIPAL CODES: 2012 WASHINGTON STATE-WIDE AMENDMENTS 2012 TUKWILA MUNICIPAL CODE AMENDMENTS 2012 INTERNATIONAL BUILDING CODE CHAPTER 3 - USE AND OCCUPANCY CLASSIFICATION NO CHANGES TO EXISTING USE AND OCCUPANCIES EXISTING OCCUPANCY - BUSINESS (B) CHAPTER 5 - GENERAL BUILDING HEIGHTS AND AREAS NO CHANGES TO EXISTING BUILDING HEIGHTS AND AREAS CHAPTER 6 - TYPES OF CONSTRUCTION NO CHANGES TO EXISTING TYPE 5A CONSTRUCTION TABLE 601 - FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS TYPE VA CONSTRUCTION RATING IN HOURS STRUCTURAL FRAME 1 EXISTING BEARING WALLS EXTERIOR 1 EXISTING INTERIOR 1 EXISTING NON BEARING WALLS AND PARTITIONS EXTERIOR 1 EXISTING INTERIOR 1 EXISTING AND NEW/0 REQUIRED FLOOR CONSTRUCTION 1 EXISTING ROOF CONSTRUCTION 1 EXISTING INCLUDING SUPPORTING BEAMS AND JOISTS CHAPTER 7 - FIRE RESISTANT MATERIALS & CONSTRUCTION NO CHANGES TO EXISTING FIRE RESISTANT MATERIALS AND CONSTRUCTION CHAPTER 8 - INTERIOR FINISHES SECTION 803 - WALL AND CEILING FINISHES CLASS B: FLAME SPREAD 26-75; SMOKE DEVELOPED 0-450 @ INTERIOR EXIT STAIRWAYS, INTERIOR EXIT RAMPS AND EXIT PASSAGEWAYS CLASS C: FLAME SPREAD 76-200; SMOKE DEVELOPED 0-450 @ ROOMS AND ENCLOSED SPACES @ B & R-1 CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIRWAYS AND EXIT ACCESS RAMPS MATERIALS TESTED IN ACCORDANCE WITH THIS SECTION SHALL BE PERMITTED. SECTION 804 - INTERIOR FLOOR FINISH INTERIOR FLOOR FINISH AND FLOOR COVERING MATERIALS SHALL COMPLY WITH THIS SECTION. CHAPTER 9 - FIRE PROTECTION SYSTEMS SECTION 901 -GENERAL FIRE PROTECTION SYSTEMS SHALL BE INSTALLED, REPAIRED, OPERATED AND MAINTAINED IN ACCORDANCE WITH THE IBC CHAPTER 9 AND THE IFC. NO MODIFICATIONS SHALL BE MADE WITHOUT THE APPROVAL OF THE BUILDING OFFICIAL. GENERAL CONTRACTOR TO SUBMIT FIRE PROTECTION SYSTEM DRAWINGS TO THE BUILDING FIRE DEPARTMENT FOR APPROVAL. SECTION 903 - AUTOMATIC SPRINKLER SYSTEMS ANY MODIFICATIONS TO EXISTING AUTOMATIC SPRINKLER SYSTEMS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH NFPA 13. SECTION 906 - PORTABLE FIRE EXTINGUISHERS NO CHANGES TO EXISTING LOCATIONS, CLASS, AND TYPE OF PORTABLE FIRE EXTINGUISHERS. SECTION 907 - FIRE ALARM AND DETECTION SYSTEMS ANY MODIFICATIONS TO EXISTING FIRE ALARM SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE IBC SECTION 907 AND NFPA 72. CODE INFORMATION CHAPTER 10 - MEANS OF EGRESS SECTION 1004 - OCCUPANT LOAD NO CHANGES TO THE EXISTING OCCUPANT LOAD. SECTION 1005 - MEANS OF EGRESS SIZING NO CHANGES TO THE EXISTING MEANS OF EGRESS SIZING SECTION 1006 - MEANS OF EGRESS ILLUMINATION ANY MODIFICATIONS TO EXISTING MEANS OF EGRESS ILLUMINATION SHALL COMPLY WITH THIS SECTION OF THE IBC. SECTION 1007 - ACCESSIBLE MEANS OF EGRESS NO CHANGES TO THE EXISTING ACCESSIBLE MEANS OF EGRESS. SECTION 1008 - DOORS, GATES, AND TURNSTILES 1008.1 DOORS ALL NEW MEANS OF EGRESS DOORS SHALL MEET THE REQUIREMENTS OF THIS SECTION. 1008.1.1 SIZE OF DOORS ALL NEW MEANS OF EGRESS DOORS COMPLIES PROVIDES A MINIMUM CLEAR OPENING WIDTH OF 32", MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEG. THE MAXIMUM WIDTH OF A SWINGING DOOR LEAF DOES NOT EXCEED 48" NOMINAL. 1008.1.10 PANIC AND FIRE EXIT HARDWARE ALL NEW DOORS SERVING GROUP A OCCUPANCY ARE EITHER NOT BE PROVIDED WITH A LATCH OR LOCK OR PROVIDED WITH PANIC HARDWARE. SECTION 1011 - EXIT SIGNS EXITS AND EXIT ACCESS DOORS SHALL BE MARKED BY AN APPROVED EXIT SIGN READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL. SECTION 1014 - EXIT ACCESS ALL PLANNED MODIFICATIONS TO EXIT ACCESS COMPLIES WITH THE APPLICABLE PROVISIONS OF THIS SECTION OF THE IBC. TABLE 1014.3 COMMON PATH OF TRAVEL OF EGRESS TRAVEL COMMON PATH OF EGRESS TRAVEL DOES NOT EXCEED 100 FEET. SECTION 1015 - EXIT AND EXIT ACCESS DOORWAYS 1015.2.1 EXCEPTION 2 SPRINKLERED BUILDING - SEPARATION DISTANCE OF ALL NEW EXITS ARE NOT LESS THAN 1/3 OF THE MAXIMUM OVERALL DIAGONAL LENGTH OF THE AREA SERVED. SECTION 1016 -EXIT ACCESS TRAVEL DISTANCE TABLE 1016.2 EXIT ACCESS TRAVEL DISTANCE EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED 250 FEET. SECTION 1018 - CORRIDORS 1018.1 CORRIDOR FIRE RESISTANCE RATING BUSINESS OCCUPANCY WITH SPRINKLER SYSTEM = 0 HOURS 1018.4 DEAD ENDS THERE ARE NO DEAD END IN CORRIDORS MORE THAN 50' IN LENGTH. SECTION 1021 - NUMBER OF EXITS AND EXIT CONFIGURATION NO CHANGES TO THE EXISTING NUMBER OF EXITS. CHAPTER 11 -ACCESSIBILITY NO CHANGES TO EXISTING ACCESIBILITY. CHAPTER 29 - PLUMBING SYSTEMS TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES OCCUPANT LOAD: 143 MALES 143 FEMALES WC(UR) LAV SHO DF* SS* 1/25 <50 1/40 <80. - 1/100 1 1/50 >50 1/80 >80 TOTAL REQUIRED: 7 5 0 3 1 EXISTING - MEN*: 4 (2) 4 0 EXISTING - WOMEN*: 6 4 0 EXISTING TO REMAIN - UNISEX: 1 1 0 DEMOLISHED - UNISEX: 1 1 1 TOTAL PROVIDED: 13 9 0 0 2 *NO CHANGE TO EXISTING. `.. I' LE .. Y r ` bE COMPLIANCE . APPROVED MAY 2 8 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 19 2015 Q o m CD N U.3 CD ti C6 N to C6 to co a o a co4. N d O N o V Cmr' ap co O ~ Q m o '.V C f0 N U 0 � co o N N N a� m Q' co (q (A 75 n m c co '> o Lo o cD rr Lo z LU U U 0 < W 0 F! creating extraordinary spaces www.cr-architects.com 800.469.4949 CONSULTANTS ISSUE/REVISION 03/06/2015 PERMIT ISSUE 04/10/2015 BID ISSUE Q 05/18/2015 PERMIT RESUBMITTAL PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 215001 ISSUE DATE MARCH 6.2015 SHEET TITLE LIFE SAFETY PLAN SHEET NO. G ^ A=& ZU0 © 2015 Cole+Russell Architects, Inc. GENERAL NOTES 1. REFER TO INTERIOR DESIGN DRAWINGS FOR DETAILED INSTRUCTIONS ON DEMOLITION, PLANS, MATERIALS, FINISHES, TRANSITIONS, AND LIMITS. 555 REGISTERED } Q � U zZ ¢N Z U zw 0 U ~ U Z X oQ � J �U) XU) Ow �w w J �O � LL Oo Z�- ZW w (n �z U OU O H 0 U w xa �X �w ww W F- ZZ) 0 zF= �o Uw ~a =w U � Qa J a w s D_ U W� 0 J O ' LL O� U �w w� a O Ewa av w� >W �w J En w� a O Z ¢_ U C:j Z) w 0 = O F o [If O N aX ro wO H lb F En N w 0 O D O p 2 U w_ p 0 a.H O mU O = w J f- m a 1 2 3 4 5 6 7 8 FLOOR PLAN, FIRST LEVEL SCALE: 1 /8"=1'-0" TO REMAIN LOCKED 2. INSTALL ALL NEW (N) WALLS SO EXISTING (E) FINISH MATERIAL ALIGNS WITH NEW FINISH MATERIAL, VERIFY EXISTING FINISHES ON SITE. REFER TO INTERIOR DESIGN DRAWINGS FOR SCHEDULE OF FINISHES. 3. DIMENSIONS INDICATED ARE FINISH TO FINISH, U.N.O. CONTRACTOR TO FIELD VERIFY WORKABILITY OF DIMENSIONS 4. REFER TO INTERIOR DESIGN DRAWINGS FOR FIXTURES, FURNITURE, AND EQUIPMENT. 5. NOTIFY ARCHITECT OF ANY DISCREPANCIES. KEYNOTES 06-027 MILLWORK, PER A403 MILLWORK ELEVATIONS. SEE A701 & A702 F MILLWORK SECTIONS & DETAILS. A08-085 REBUILD WALL AS NEEDED TO RECEIVE NEW SCHEDULED MATERIALS & FINISHES 08-087 ACCORDIAN POCKET DOOR, FINISH TO MATCH ADJACENT MATERIALS 12-024 RELOCATED WINDOW. SEE DETAIL 8, A602 12-033 NEW WINDOW. SEE DETAIL 8/A602 LEGEND xxxQ DOOR TAG OWINDOW TAG _-HEIGHT MODIFIER 8'-9" 6 1 WALL TAG WALL MODIFIER XO ACCESSORY TAG RE: A4.1 EXISTING WALL TO REMAIN R VVED FOR CODE COMPLIANCE APPROVED MAY 2 8 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWIL. MAY 19.2015 PERMIT CENTER DAVID S. ARENDS STATE OF WASHINGTON CO cn Q CD CDco N 00 O ti �rj N iD C7 iD tD 1!] (h 0)OO a m a N a a O N C � NO O N r ap O co ~ Q C ca (6 C U O o 00 a o0 N �t I N N CV N .O a) Y d w in in to T � j cu N Q O a C 'O O O C O V% V > Z fn O t- CD O (2 Ln CDCO a- r.- L0 creating extraordinary spaces www.cr-architects.com 800.469.4949 CONSULTANTS ISSUE/REVISION U) ( W 70 N 03/06/2015 PERMIT ISSUE 04/10/2015 BID ISSUE Q 05/18/2015 PERMIT RESUBMITTAL PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 215001 ISSUE DATE MARCH 6.2015 SHEET TITLE FLOOR PLAN FIRST LEVEL GENERAL NOTES 1. REFER TO INTERIOR DESIGN DRAWINGS FOR DETAILED INSTRUCTIONS ON DEMOLITION, PLANS, MATERIALS, FINISHES, TRANSITIONS, AND LIMITS. 5555 REGISTERED ARCHITECT a— — Q �U to z z� Z U O W U 2 �- U z O J QJ 0 N oof z+ z+ _ W W J xo F- U Q� W O O z F- wU) �z o U U o� � U W J �a K w W W zs zF �3: F- 0 U w w Of =w U � <a Q U J W 5 D_ af W= o 'o � oU. U � W w a0 0a av > U �, w �a J � w �_ a ❑ z za ¢x wX U, om o s O C11 as m w o ~m nw (n T Z= v w of C O O � 0 U w p O a W 00 U U H 2 w OJ rm a I 1 2 3 4 5 6 7 8 FLOOR PLAN. SECOND LEVEL SCALE: 1 /8"= V-0" 0 2. INSTALL ALL NEW (N) WALLS SO EXISTING (E) FINISH MATERIAL ALIGNS WITH NEW FINISH MATERIAL, VERIFY EXISTING FINISHES ON SITE. REFER TO INTERIOR DESIGN DRAWINGS FOR SCHEDULE OF FINISHES. 3. DIMENSIONS INDICATED ARE FINISH TO FINISH, U.N.O. CONTRACTOR TO FIELD VERIFY WORKABILITY OF DIMENSIONS 4. REFER TO INTERIOR DESIGN DRAWINGS FOR FIXTURES, FURNITURE, AND EQUIPMENT. 5. NOTIFY ARCHITECT OF ANY DISCREPANCIES. KEYNOTES 06-027 MILLWORK, PER A403 MILLWORK ELEVATIONS. SEE A701 & A702 F MILLWORK SECTIONS & DETAILS. 08-085 REBUILD WALL AS NEEDED TO RECEIVE NEW SCHEDULED MATERIALS & FINISHES 08-087 ACCORDIAN POCKET DOOR, FINISH TO MATCH ADJACENT MATERIALS 12-024 RELOCATED WINDOW. SEE DETAIL 8, A602 12-033 NEW WINDOW. SEE DETAIL 8/A602 LEGEND D DOOR TAG XO WINDOW TAG _,�--HEIGHT MODIFIER 8'-9" 6" 1 WALL TAG lT-- WALL MODIFIER x0 ACCESSORY TAG RE: A4.1 EXISTING WALL TO REMAIN RE UtiED FOR CODE COMPLIANCE APPROVED MAY 2 8 2015 City of Tukwila BUILDING DIVISI, RECEIVED CITY OF TUKWILA MAY 19 2015 PERMIT CENTER DAVID S. ARENDS STATE OF WASHINGTON co N M O ti Crj N W C7 CD Co O m O O Ll M N a a IL O N � ,Nn NC7 Cnco O N M 0 ~ Q C c aj C > C' U U 0 U � o 3 CO 11 Na C C O cn tm Z C/7 o ti O Co CD t n S creating extraordinary spaces www.cr-architects.com 800.469.4949 CONSULTANTS ISSUE/REVISION L01 W 4-J U N U L cu 03/06/2015 PERMIT ISSUE 04/10/2015 BID ISSUE Q 05/18/2015 PERMIT RESUBMITTAL PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 215001 ISSUE DATE MARCH 6. 2015 SHEET TITLE FLOOR PLAN SECOND LEVEL X GENERAL NOTES 1. REFER TO INTERIOR DESIGN DRAWINGS FOR DETAILED INSTRUCTIONS ON DEMOLITION, PLANS, MATERIALS, FINISHES, TRANSITIONS, AND LIMITS. 5 5 5 REGISTERED ARCHITECT 0 o-- 2(5 mz z� Z� Z U OW U= �= U za o¢ J J o� z + —W W J =0 F- U is LL 00 Z F- F- Z W W �z 0 00 o F- O U W �a x of W W �z: zZ) O zX: F- W UW W a' ~a =w Ucr Qa J W co- Z_ O U Wm J i U W U- 0 of U �w W a0 oa aLL U ,n W a J fn W F- a z ¢_ D W O = it 0 N a- of Cd W 0 = LL F- W W I N m z D a W if c 0 0 0p U W p o0 r U W F- = W 0 F- m d � i i i i i Q i REFLECTED CEILING PLAN. FIRST LEVEL SCALE: 1 /8"=1'-O" mW R STOREFRONT CEILING NOT TO MULLION EXCEED BELOW FRAME 2. INSTALL ALL NEW (N) CEILING SO EXISTING (E) FINISH MATERIAL MATCHES AND ALIGNS WITH (N) FINISH MATERIAL, VERIFY EXISTING FINISHES ON SITE. REFER TO INTERIOR DESIGN DRAWINGS FOR SCHEDULE OF FINISHES. 3. DIMENSIONS INDICATED ARE FINISH TO FINISH, U.N.O. CONTRACTOR TO FIELD VERIFY WORKABILITY OF DIMENSIONS 4. NOTIFY ARCHITECT OF ANY DISCREPANCIES. 5. REFER TO ELECTRICAL DRAWINGS FOR LIGHTING AND SWITCHING DESIGN. KEYNOTES - DULE, A6.0.2 09-511 FIRST TILE, SETS ALIGNMENT GRID - INGS LEGEND LIGHTS IN EXISTING LOCATIONS. LIGHTS RELOCATED. REVtWED FOR CODE COMPLIANCE . APPROVED MAY 282015 City of Tukwila BUILDING DIVISION 0 NEW LIGHT FIXTURES. SEE SHEET E6.2.5 FOR LUMINAIRE SCHEDULE. — — — EXTENT OF NEW CEILING GRID. NEW CEILING GRID. EXISTING CEILING GRID. .;�'.• GYPSUM BOARD CEILING. RE: ROOM FINISH SCHEDULE. ® VINYL SOFFIT. DIRECTION AS INDICATED ON PLAN. C RECESSED LIGHT FIXTURE OR PENDANT LIGHT FIXTURES. O SURFACE MOUNTED LIGHT FIXTURES. EXTERIOR WALL MOUNTED LIGHT FIXTURES. ® EXIT LIGHTS. CZ3 C= TRACK LIGHTING. RECEIVED CITY OF TUKWILA �.a TRACK LIGHTING. ® COOLER/FREEZER LIGHTS. MAY 19 2015 STRIP FLUORESCENT LIGHT FIXTURES. PERMIT CENTER moo-= WALL SCONCE LIGHT FIXTURES. DOCK LIGHTS. DAVID S. ARENDS STATE OF 1TASHINGTON Cq 00 N W L O ti '5 N m C7 W O (J O O d m Cl N a O N � NO O O co Q L) c U C N 0 0 o N r co N N to m :,,a,N j m 3 � Cn — d C C2 O ,m Z Cn O O CD O (p U'� O CD r— Lr) H H creating extraordinary spaces www.cr-architects.com 800.469.4949 CONSULTANTS ISSUE/REVISION 6 03/06/201; PERMIT ISSUE 04/10/201 f BID ISSUE 05/18/201 E PERMIT RESUBMITTAI PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 215001 ISSUE DATE MARCH 6.2015 SHEET TITLE REFLECTED CEILING PLAN, FIRST LEVEL GENERAL NOTES 1. REFER TO INTERIOR DESIGN DRAWINGS FOR DETAILED INSTRUCTIONS ON DEMOLITION, PLANS, MATERIALS, FINISHES, TRANSITIONS, AND LIMITS. 555%REGISTERED 0 .co Z ZC6 Z� Z U Ow U= ~U Z� O Q � J �Lu �D Oaf zW W J F U Q' LL 00 Z F- Z W ww 2Z Z) 0 UU OF � U W �X K W ww W F ZZ) 0 z� UW W nf F- Q cr Uw Qa J a w co- �U w= J U � LL 0 of �U ww w0 0.0 0� �a av w u- >U 'nw 3U) Z I¢_ 04 �W O = W 0 N a- cc m w 0 =LL S2 w F- co W C �E0 0 D0 U w p 00 � 10O m w O F- m a 0 -- REFLECTED CEILING PLAN, SECOND LEVEL SCALE: 1 /8"= V-0" 2. INSTALL ALL NEW (N) CEILING SO EXISTING (E) FINISH MATERIAL MATCHES AND ALIGNS WITH (N) FINISH MATERIAL, VERIFY EXISTING FINISHES ON SITE. REFER TO INTERIOR DESIGN DRAWINGS FOR SCHEDULE OF FINISHES. 3. DIMENSIONS INDICATED ARE FINISH TO FINISH, U.N.O. CONTRACTOR TO FIELD VERIFY WORKABILITY OF DIMENSIONS 4. NOTIFY ARCHITECT OF ANY DISCREPANCIES. 5. REFER TO ELECTRICAL DRAWINGS FOR LIGHTING AND SWITCHING DESIGN. KEYNOTES G mg ' ULE, A6.0.2 1 09-511 FIRST TILE, SETS ALIGNMENT GRID INGS t i XaJ. Y tyF„ y� s S �a LEGEND LIGHTS IN EXISTING LOCATIONS. LIGHTS RELOCATED. MAY 2 8 2015 City of Tukwila BUILDING DIVISION NEW LIGHT FIXTURES. SEE SHEET E6.2.5 FOR LUMINAIRE SCHEDULE. — — — EXTENT OF NEW CEILING GRID. NEW CEILING GRID. EXISTING CEILING GRID. a.• GYPSUM BOARD CEILING. RE: ROOM FINISH SCHEDULE. ® VINYL SOFFIT. DIRECTION AS INDICATED ON PLAN. o RECESSED LIGHT FIXTURE OR PENDANT LIGHT FIXTURES. Q SURFACE MOUNTED LIGHT FIXTURES. EXTERIOR WALL MOUNTED LIGHT FIXTURES. ® EXIT LIGHTS. RECEIVED CITY OF TUKWILA TRACK LIGHTING. MAY 19 2015 NORTH 3 TRACK LIGHTING. ® COOLER/FREEZER LIGHTS. PERMIT CENTER STRIP FLUORESCENT LIGHT FIXTURES. i STATE OF WASHINGTON o � o0 N O Lo O ti ivy N M CR cD �f) co M cD d IL a O N Cm N O O V cV 0 W ~ Q 0 W N C ; c •U C N U O Ln U v o 0 o m o 0 o N N N N m m Cn >+ > m CA a n c 2 o > � z cn o ti o co o c0 W) 0 to ti Lo creating extraordinary spaces www.cr-architects.com 800.469.4949 CONSULTANTS ISSUEIREVISION C t0) (V! W 70 C 03/06/2015 PERMIT ISSUE 04/10/2015 BID ISSUE Q 05/18/2015 PERMIT RESUBMITTAL PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 215001 ISSUE DATE MARCH 6.2015 SHEET TITLE REFLECTED CEILING PLAN, SECOND LEVEL SHEET NO. 11 5 Cole+Russell Architects, Inc. Z 5 5 REGISTERED ARCHITECT DAVID S. ARENDS STATE OF `TASHINGTON 0-- U)Z Z- Z U O W U �= U Z of Q F J 0 U O W W W Z + — W W J 2 O H U a: W O O Z �- F Z Z W W O Z U OU O H � U W � xa W � � W W W F z� 0 U2 z F �o UW FW- Q =W U W Qa J W W= o� U � 10 O� 1U W W W a.o 0a aU >U � W �a J � U W W a z 04 Q = �m Z) W O x 0o 04 am C6 WO xU ~O - W W cc C 20 O Oo 2 U W p oa F 0)() ~O x W J rm a FIRST LEVEL FF&E PLAN SCALE: 1 /8"= V-0" KEYNOTES 09-512 CUSTOM TEMPERED, FROSTED, 3/8" THICK GLASS PANEL WITH POLISHED EDGES, MOUNTED WITH CABLE AND BRACKETS. HARDWARE: B+N INDUSTRIES / (8) FIXING PLATE #963056, (8) END STOP CABLE #963058, (2) STAINLESS STEEL CABLE #963060, (8) TENSIONER FOR CABLE #963059 AND (8) SINGLE SIDED PANEL GRIP #963067 12-025 REFRIGERATOR BY OWNER 12-027 DISHWASHER BY OWNER, GC INSTALLED 12-028 TV BY OWNER, GC INSTALLED. TV TO BE WALL MOUNTED 60"AFF TO CENTERLINE 12-029 EQUIPMENT/FIXTURES PROVIDED BY OWNER 12-031 OWNER SUPPLIED FURNITURE 12-032 ITM MACHINES BY OWNER, GC INSTALLED. NCR SELFSERV #6691 a 40, MAY 282015 City of Tukwila WILDING DIVISION RECEIVED CITY OF TUKWILA CD o 00 N Lo O ti M N iA MCq (D lf� Q) (D m O d CD N CN LO CD N N ti m co 0 ~ Q -� 0 N Cca LZ j 0 U > C U 0 Cn � o 0 o a o co C.4 CO N W N N N N � ._ y y y-.. d o co S Lo z o r-- o co tooCD CD r- LO F- Z LU U O 0 Cn creating extraordinary spaces www.cr-architects.com 800.469.4949 CONSULTANTS ISSUE/REVISION 03/06/2015 PERMIT ISSUE 04/10/2015 BID ISSUE Q 05/18/2015 PERMIT RESUBMITTAL PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 215001 ISSUE DATE MARCH 6, 2015 SHEET TITLE MAY 19 2015 FF&E PLAN FIRST LEVEL PERMIT CENTER SHEET NO. WE =mb A 1 %fil 1 © 2015 Cole+Russell Architects, Inc. 555Z��FARCHITECT ISTERED DAVID S. ARENDS STATE OF WASHINGTON o -- a-- a � U U z _z - Q tU- Z U Z w O U= �= U z Q O U) U 0 D LL + Z + - W W J 20 F- U X LL 00 zF- F- z zw w U �z o U U 0 F O U W J F X �w � F- W F- zD 0 z H Uw ~a x ,L U � �a J W U D_ Dx J 0 � LL 0 of U W 0 WO a 0a aU W LL -W Jo. U W F d z Qi F- U 7 W 0 x O F- O X 0 N n. X C6 w o xLL � w F- - F F- U m W LL C cL 0 0 xo 2 U W p 000 F U F- =w o F- m d SECOND LEVEL FF&E PLAN SCALE: 1 /8"= V-0" KEYNOTES 09-512 CUSTOM TEMPERED, FROSTED, 3/8" THICK GLASS PANEL WITH POLISHED EDGES, MOUNTED WITH CABLE AND BRACKETS. HARDWARE: B+N INDUSTRIES / (8) FIXING PLATE #963056, (8) END STOP CABLE #963058, (2) STAINLESS STEEL CABLE #963060, (8) TENSIONER FOR CABLE #963059 AND (8) SINGLE SIDED PANEL GRIP #963067 12-025 REFRIGERATOR BY OWNER 12-027 DISHWASHER BY OWNER, GC INSTALLED 12-028 TV BY OWNER, GC INSTALLED. TV TO BE WALL MOUNTED 60"AFF TO CENTERLINE 12-029 EQUIPMENT/FIXTURES PROVIDED BY OWNER 12-031 OWNER SUPPLIED FURNITURE 12-032 ITM MACHINES BY OWNER, GC INSTALLED. NCR SELFSERV #6691 s.� Y n++rfi CODE COMPLIANCE APPROVED MAY 11 2111 City of TuWfila BUILDING DIVISION CD CD co O o co m o_ v ao N O O O vi N ED M C O tf7 fh O p Q G0"7 EL N 04 d O N <t U-j NO O O �! aCD X aD 0 O ~ Q 0 C > ca ' U C C' N U 0 L U v o 0 o ar; o 00 ao N N N w CD 3 W a � a c S o "> LO z a°i CD o to m � Lo creating extraordinary spaces www.cr-architects.com 800.469.4949 CONSULTANTS ISSUEIREVISION ) ^U) W 70 03/06/2015 PERMIT ISSUE 04/10/2015 BID ISSUE Q 05/18/2015 PERMIT RESUBMITTAL PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 215001 ISSUE DATE MARCH 6, 2015 RECEIVED SHEET TITLE CITY OF TUKWILA MAY 19.Z015 FF&E PLAN PERMIT CENTER SECOND LEVEL - rr�r 5 5 5 % REGISTERED DAVID S. ARENDS STATE OF WASHINGTON 0-- a- r Q �U (D z Z_ - Q U Z U Z 11, O U= ~ U Z O Q � J 2 co ir 0:3 " 0' Z + — W W J 20 �-U of � O O Z �- F- Z Z W W Cl) Z �0 UU o� DU �w W W W� zD 0 z� 00 ~a = W U W <a J W D_ of U W = J 0 m W 0 of �U � W W 0 a0 0a av WU- >U Lau J V% UW z Q= m Z)W 0 = n M0 N am C6 W 0 x u_ F- 0 mW �U A w K c 20 0 Z)o U W p 0 a W 00 H UU = W O �m a r FIRST LEVEL FINISH PLAN SCALE: 1 /8"= V-0" GENERAL NOTES 1. REFER TO INTERIOR FINISH PACKAGE FOR FINISH SPECIFICATIONS 2. REFER TO FF&E PACKAGE FOR ALL FURNITURE AND EQUIPMENT SPECIFICATIONS 3. FIRE EXTINGUISHERS, SMOKE DETECTORS AND OTHER EMERGENCY DEVICES TO BE LOCATED PER LOCAL CODE. FIRE EXTINGUISHER LOCATIONS WITHIN THE PUBLIC SPACE SHALL BE CONTAINED WITHIN FULLY RECESSED CABINETS 4. PROVIDE EMERGENCY LIGHTING PER LOCAL CODE 5. WALL DEVICES TO BE MOUNTED AT 12" A.F.F. TYPICAL U.N.O. 6. REFER TO SHEET A6.1 FOR TRANSITION DETAILS, FIRE SHUTTER DETAILS AND WALL TYPES KEYNOTES 09-511 FIRST TILE, SETS ALIGNMENT GRID LEGEND XX XX FINISH TAG ® V-01 / V-02 VINYL FLOORING V-03 VINYL FLOORING ® CP-01 / CP-02 / CP-03 CARPET TILE s CODE COMPLIANCE APPROVED MAY 282015 City of Tukwila NORTH BUILDING DIVISION!1. F RECEIVED CITY OF TUKWIL.A MAY 19 2015 PERMIT CENTER o C o CO co N � O Crj N W M � CN CO M M O Q m EL N a � N � Lo p U, O 0 ~ Q C cu dj U O C 0 co o a o N N W N co N W cC N 3 ca d Cn U c C2 O � Z C7 O ti O c0 c r- Lo creating extraordinary spaces www.cr-architects.com 800.469.4949 CONSULTANTS ISSUEIREVISION 0) ^V,J W 70 03/06/201: PERMIT ISSUE 04/10/201; BID ISSUE Q 05/18/201; PERMIT RESUBMITTAL PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 215001 ISSUE DATE MARCH 6.2015 SHEET TITLE FINISH PLAN FIRST LEVEL SHEET • A A © 2015 Cole+Russell Architects, Inc. 5 5 5 REGISTERED DAVID S. ARENDS STATE OF WASHINGTON Al U)z z- ¢ U) ~ U Z W O U �= U z C� 0 ¢ � J U) (if U)OZ) , of z + - W W J x o I- U m u- 00 z � !- z z w W 0 jz 0 00 o F O U W J xa H X F W Zm 0 6 x z� U� 0 w Uw wOf =a oW Ir ¢a J ¢ W 5 �x + U w�J 'O oLL U W 0 a0 oa d U W LL > W FD J U) W ~ a z m o Dw CC 0 N aQ: .5 w 0 xw F - 0w r� m w of C 0 0 O 0 U w p 0a w 00 O U x W J �m a 1 2 3 4 5 6 7 8 SECOND LEVEL FINISH PLAN SCALE: 1 /8"=1'-0" GENERAL NOTES 1. REFER TO INTERIOR FINISH PACKAGE FOR FINISH SPECIFICATIONS 2. REFER TO FF&E PACKAGE FOR ALL FURNITURE AND EQUIPMENT SPECIFICATIONS 3. FIRE EXTINGUISHERS, SMOKE DETECTORS AND OTHER EMERGENCY DEVICES TO BE LOCATED PER LOCAL CODE. FIRE EXTINGUISHER LOCATIONS WITHIN THE PUBLIC SPACE SHALL BE CONTAINED WITHIN FULLY RECESSED CABINETS 4. PROVIDE EMERGENCY LIGHTING PER LOCAL CODE 5. WALL DEVICES TO BE MOUNTED AT 12" A.F.F. TYPICAL U.N.O. 6. REFER TO SHEET A6.1 FOR TRANSITION DETAILS, FIRE SHUTTER DETAILS AND WALL TYPES KEYNOTES 09-511 FIRST TILE, SETS ALIGNMENT GRID LEGEND XX XX FINISH TAG ® V-01 / V-02 VINYL FLOORING V-03 VINYL FLOORING ® CP-01 / CP-02 / CP-03 CARPET TILE 1 MAY 282015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 19 2015 PERMIT CENTER ti co N CD lf7 ti M N c-, M Cm t: CO lt7 M CA O d N Cq a a No c U No � o � N ^ OD W H Q W N E > = C C U 0 L o 0 o a� CD CC)co CV 04 N N a) N -_ N � A � j N 3 Cu Q Cn N C C O :> � Z (n 0 1- O CO C.00 1- LO creating extraordinary spaces www.cr-architects.com 800.469.4949 CONSULTANTS ISSUE/REVISION ■! WE 03/06/2015 PERMIT ISSUE 04/10/2015 BID ISSUE Q 05/18/2015 PERMIT RESUBMITTAL PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 215001 ISSUE DATE MARCH 6.2015 SHEET TITLE FINISH PLAN SECOND LEVEL �5 5 5 REGISTERED STATE OF WASHINGTON PT-02 B-01 , �U U z z- ¢F- ZF- ZU OW U ~U z� 0< � J W of N 0 U)ocr z+ zW W F_O WLL z0 wco U O oF- � U W � Fa WW W W F-F_ W H Z7 0= z F- F- UW F- a = W UCr of U) W Wrn 5 U) ~ I_ Ir U + - W O� W 0 oF- U d W W - a0 Xa rL U W L- U U W �a LIJ W � wF a 0 z „� ¢i 0� Z)w 0 = N O H 0 XO N aCtf c6 WO _ `L m r- o (n W ~ U) m w c 20 0 D0 2 0 a w 00 r U U ~O S W W �m a 1 A401 4 A401 7 A401 PT-01 PT-02 PT-08 P_PT-02 n. Willi 11 " R -.2 ff Is ELEVATION' Dm`AA1P\JmK`11h\JG Su"'UTH SCALE: 1 /4"=1'-0" � � r_ � � r• r_ ra r_ r_ r• r_ ra r• � ra r. � r_ r. rr• � 1 40 SCALE: 1 /4"= V-0" u 1�kIvi BREAK v \4 TYRE -FRONT FRAME PT-09 ONT FRAME 12-028 PT-03 B-02 0 on PT-05 PT-02 B-01 SCALE: 1 /4"= V-0" � i sWEST dI , 1 . . , . , y, ♦ ♦. 1!5 SCALE: 1 /4" = V-0" SCALE: 1 /4" = V-0" PT-01 B-02 12 A401 m BEYOND w bmw * A IN"K"I ON' G E ION'T SCALE: 1 /4"= V-0" [4011 •• u SCALE: 1 /4" =1 [-0" SCALE: 1 /4"=1'-0" SECTION - ""EV"q'ION-N�0- KEYNOTES 08-086 EXISTING WOOD WINDOW CASING TO REMAIN 09-512 CUSTOM TEMPERED, FROSTED, 3/8" THICK GLASS PANEL WITH POLISHED EDGES, MOUNTED WITH CABLE AND BRACKETS. HARDWARE: B+N INDUSTRIES / (8) FIXING PLATE #963056, (8) END STOP CABLE #963058, (2) STAINLESS STEEL CABLE #963060, (8) TENSIONER FOR CABLE #963059 AND (8) SINGLE SIDED PANEL GRIP #963067 09-513 PAINT TO MATCH EXISTING CORRIDOR FINISH 10-016 LOCATION OF PIN -MOUNTED SIGNAGE TO BE PROVIDED BY OWNER AND GC INSTALLED 12-025 REFRIGERATOR BY OWNER 12-026 MICROWAVE BY OWNER 12-027 DISHWASHER BY OWNER, GC INSTALLED 12-028 TV BY OWNER, GC INSTALLED. TV TO BE WALL MOUNTED 60"AFF TO CENTERLINE 12-029 EQUIPMENT/FIXTURES PROVIDED BY OWNER REtiWED FOR CODE COMPLIANCE APPROVED MAY 282015 t City of Tukwila [WILDING DIVISION o Lo m CR o r- Q 00 N O r-- C6 O N O co m co M CNn M c a O O m cV n O O N N a. � IN p CD O LO � 0 ~ N Q C jco d 1 v o C, �r N `n o 0 o a: o N ..Zr N N ._ PD to M m 3 cO d y. co in 0 C O co U � O r- c��� Z o fn cc U LU U 0 C 0) ^VJ W 70 W U -F� CU creating extraordinary spaces www.cr-architects.com 800.469.4949 CONSULTANTS ISSUE/REVISION 03/06/2015 PERMIT ISSUE 04/10/2015 BID ISSUE 05 18 2015 1 RE PERMIT SUBMITTAL PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 215001 SHEET TITLE INTERIOR ELEVATIONS $5 5 5 REGISTERED DAVID S. ARENDS STATE OF WASHINGTON PT-04 B-03 2(3 cn z Z- ¢F Z 0 W 0 U= �= U Z Q O J QJ LL OW -W W J x0 hU 00 Z� -Z z. W W 0) Z C) 0 0 U W = _a �W �w WW W H zZ) U 2 Z � W F� =W UW <n_ ¢LL J W � U W 0 U Q LL 0F- �U W W w 0 0a LL� LL >U ,5 W :D J � W H 0 z d ¢F N I� Z)W 0 O N WO xLL � ~m � (A W U a z v W LL C cC O O 00 U W_ p 00 H 0 (A U = W O F_m a PT-01 PT-04 B-03 08-086 BOARD ROOM NORTH ELEVATION. A402 % SCALE: 1 /4" =1'-0" 4 BOARD ROOM WEST ELEVATION A4021 SCALE: 1 /4" =1'-0" � BOARD ROOM EAST ELEVATION A402/ SCALE: 1 /4"=1'-0" � BOARD ROOM SOUTH ELEVATION A4021 SCALE: 1 /4" =1'-0" KEYNOTES 08-086 EXISTING WOOD WINDOW CASING TO REMAIN 09-512 CUSTOM TEMPERED, FROSTED, 3/8" THICK GLASS PANEL WITH POLISHED EDGES, MOUNTED WITH CABLE AND BRACKETS. HARDWARE: B+N INDUSTRIES / (8) FIXING PLATE #963056, (8) END STOP CABLE #963058, (2) STAINLESS STEEL CABLE #963060, (8) TENSIONER FOR CABLE #963059 AND (8) SINGLE SIDED PANEL GRIP #963067 09-513 PAINT TO MATCH EXISTING CORRIDOR FINISH 10-016 LOCATION OF PIN -MOUNTED SIGNAGE TO BE PROVIDED BY OWNER AND GC INSTALLED 12-025 REFRIGERATOR BY OWNER 12-026 MICROWAVE BY OWNER 12-027 DISHWASHER BY OWNER, GC INSTALLED 12-028 TV BY OWNER, GC INSTALLED. TV TO BE WALL MOUNTED 60"AFF TO CENTERLINE 12-029 EQUIPMENT/FIXTURES PROVIDED BY OWNER CODE CQMPLIANCE APPROVED MAY 2 8 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 19 2015 PERMIT CENTER CD v aoo_ o d' co N � M C� ti C6 N aND C7 UD I� KJ LC� C60 O d CD 0 N a CV C Lo p ,N O _ W � 0 0 �. C) m ai c � p U Ua) 0 5 � o 0 o a� o aoco N N N N N N .=4% m y �+ > 77 3 Ca c 8 O W ,°n° z v� CDr- CD CDcD LO o cm I- W) Z Q' LU LU LU 0ooW C N 70 N U N U 2 ca creating extraordinary spaces www.cr-architects.com 800.469.4949 CONSULTANTS ISSUE/REVISION 03/06/201 PERMIT ISSU 04/10/201 BID ISSU A 05/18/201 PERMIT RESUBMITTA PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 21500' 100IMnATIZ RAADPU C f)[)Il SHEET TITLE INTERIOR ELEVATIONS SHEET NO. A402 © 2015 Cole+Russell Architects, Inc. �5 5 5 REGISTERED Q 2U (Dz z- ¢F Z UW O U �= U Z Q O N 0 co O of Z_ + W J 2 0 F- U 00 z� zw Wm z 0 00 0 r- o� W J Fa w W W �a: W H zZ) 0 z H cf) O = W U of Of o_ aU) of o_ + U W m J 0 LL O� U W 0 W 0 a Oa X aV W LL W ma _En J W �-- a o z Q = io Lo Z) W W Er 0 N aX m = UW ~0 mw r (1) m W Of C O O � O � U W p 00 a W `n 0 0 = W J F-m a O C C c 1 BREAK ROOM MILLWORK ELEVATION A403 SCALE: 1 /2"=1'-0" 4 A403 EQ. L L EQ. EQ. EQ. EQ. L EQ. EQ. q 12'-1" In 4 6s MAIL ROOM SCALE: 1 /2" = V-0" C f0 O CV 4 5 70 70 / \ / \ EQ. EQ. 7'-32" V.I.F. 2 A403 PL-01 KITCHENETTE ELEVATION �IrHLC: I /G = I -U C N Q /� \ \ "I/ / LUU' OPEN \ o TO W BELOW \ \ / \ LU 21 // L T-6" �Of T-0" 3'-0" fl, 5 MAIL ROOM 6 A403 SCALE:1/2"=1'-0" �4O 2'-81" 2'-8 z" O n 3 BOA A4f13 Of- ni =. 1i011 1 RD ROOM MILLWORK_ BANKING FEATURE WALL SCALE: 1/2" = 1 --0-1 T-0" 04 11 11 JI 104 p� SCALE: 1/2"=V-0-1 �tO3 OFFICE MILLWORK ELEVATION OFFICE MILLWORK- q�3 L- L_ WORKROOM MILLWORK SCALE: 1 /2" =1'-O" KEYNOTES 12-025 REFRIGERATOR BY OWNER 12-027 DISHWASHER BY OWNER, GC INSTALLED 12-029 EQUIPMENT/FIXTURES PROVIDED BY OWNER 12-030 TV BY OWNER, CONTRACTOR INSTALLED. OWNER TO PROVIDE ARTICULATING ARM MOUNT PEERLESS INDUSTRIES, INC #SUA746NTH. GC TO INSTALL. PROVIDE BLOCKING AND HARDWARE AS REQUIRED DY5 REVItVVED FOR ODE COMPLIANCE .` APPROVED MAY 282015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 19 2015 PERMIT CENTER DAVID S. ARENDS STATE OF WASHINGTON (D O O n OHO O N W I� C7 C) to co M Cl! � ONO CR LC) C6 d m a O N o No U"CD c o N Cp o co = U a cc ai U C U 0 Ln � fn O co N O� N N CmN .= m y Cn m c S C 2 > Lo 7n Z Cq O 1D O tD c I.- LO F Z LU Uj z w ¢ w U C3 0 Cn .0) L U U 2 CU creating extraordinary spaces www.cr-architects.com 800.469.4949 CONSULTANTS ISSUE/REVISION 03/06/2015 PERMIT ISSUE 04/10/2015 BID ISSUE Q 05/18/2015 PERMIT RESUBMITTAL PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 215001 SHEET TITLE INTERIOR ELEVATIONS MILLWORK SHEET NO. m A403, 9 2015 Cole+Russell Architects, Inc. S S S REGISTERED ARCHITECT I DAVID S. ARENDS STATE OF WASHINGTON V-2" V-6" BLOCKING AS REQUIRED BLOCKING AS REQUIRED SOFT CLOSE CONCEALED J HINGES, TYP. SOFT CLOSE CONCEALED HINGES PL-01 v PL-01 R CABINETRY 07=R CABINETRY %" ADJ. SHELVES ONY" HEAVY VALLI & VALLI A295-D SATIN aD DUTY STAINLESS STEEL PINS CHROME CABINET PULL ° BLACK MELAMINE FINISH ON ALL pL of INTERIOR CABINETRY & EXPOSED CABINETRY SHELVING I CABINET PANEL BEYOND, ° ANGLED 45° AT BASE VALLI & VALLI A295-D MICROWAVE BY OWNER ° SATIN CHROME CABINET PULL I OUTLET, REFER TO MEP DRAWINGS - CTER OR CABINETRY HERA K612-LED PUCK LIGHT W. HERA KB12-LED PUCK LIGHT W. STAINLESS STEEL FINISH. FIXTURE STAINLESS STEEL FINISH. FIXTURE RECESSED FLUSH INTO BOTTOM OF RECESSED FLUSH INTO BOTTOM OF SHELF UNIT. CENTER ONE FIXTURE SHELF UNIT. CENTER ONE FIXTURE N UNDER EACH CABINET UNDER EACH CABINET N 2'-2" 21 RECESSED OUTLET FLUSH INTO ss-01 - BACKSPLASH, TYP. DROP -IN SINK, REFER TO Ss o1 COUNTER AND BACKSPLASH SPECIFICATIONS PROVIDE MITERED v PROVIDE MITERED CORNERS CORNERS AS INDICATED AS INDICATED VALLI &VALLI A295-D SATIN PL-01 CHROME CABINET PULL ED I R CABINETRY VALLI & VALLI A295-D I TRASH/RECYCLE BIN, N.I.C. '" =====r---••--- SATIN CHROME CABINET PULL BLACK MELAMINE FINISH ON ALL - ----------.� I I INTERIOR CABINETRY & _ `. z SHELVING N _ _________ ^\ BLACK MELAMINE FINISH ON ALL INTERIOR CABINETRY &- ; N EXTERIOR CABINETRY SHELVING PULL OUT DRAWER W. HEAVY DUTY GLIDES, SOFT CLOSE SOFT CLOSE CONCEALED _ Box HINGES R ED BASE ED BASE _ u u r � U co Z z Q � Z U Z O W U ~ U zir oa � J 0Z) �- U O Z)Z � W W J 20 h U w L 00 Z � I.- Z Z W W U Z n O U U 0� 0 5 W J W of � W Ww WD z0 z F U w W of �Q x °- U W Qa J W co- D_ W= 0 U M WILL O O � l U W W W a0 Ia dU W LL > U U W a J � U W w� a 0z ��- I U w 0 W F-0 X 0 N aEr m wO 2 u- '- 0 (a W i- co m w d C g0 O Z) 0 n Uw p 0a w 00 � �' 0 O S W J F_ m n. 2'-2" It BREAK ROOM SECTION A701 SCALE: 1'=1'-0' s BOARD ROOM SECTION A701 - SCALE: 1-T-17 AT, PAINTED VATCH T ROD, VICKEL FINISH CABINETRY LLI A295-D OME.CABINET PULL AMINE FINISH ON ALL ',ABINETRY & iE CONCEALED (P. BASE 2'-2" 2 BREAK ROOM SECTION A7U1 SCALE:1"=1'I 0 0 0 0 0 0 0 0 n 0 0 Fad 0 0 0 0 0 0 0 0 f'I o 0 0 0 I 0 0 0 0 0 ------------- 0 o e E14 0 o 0 0 0 0 o 0 0 0 0 0 0 0 0 0 n 0 0 BOARD ROOM SECTION A701 SCALE: 1'=1'-0° PL-02 7MOR CABINETRY PROVIDE VENTING IN FACE OF CABINET, SIZE AS REQUIRED. PROVIDE METAL VENT COVER PAINTED TO MATCH PL-02. BLACK MELAMINE FINISH ON ALL INTERIOR CABINETRY & SHELVING AN EQUIPMENT BEYOND, N.I.C. PROVIDE OPENING(S) IN CABINET REAR FOR ELECTRICAUDATA CONNECTIONS. COORDINATE WITH MEP DRAWINGS. PROVIDE BLACK PLASTIC TRIM AT EDGES. %" ADJ. SHELVES W. 2" LIP AT REAR. MOUNT ON Y" HEAVY DUTY STAINLESS STEEL PINS SOFT CLOSE CONCEALED HINGES, TYP. PL-02 IrCEMD BASE u F 'u u u u u BLOCKING AS REQUIRED SOFT CLOSE CONCEALED HINGES PL-01 ERI R CABINETRY VALLI & VALLI A295-D SATIN CHROME CABINET PULL BLACK MELAMINE FINISH ON ALL INTERIOR CABINETRY & SHELVING COFFEE MAKER BY OWNER 2'-2" RECESSED OUTLET FLUSH INTO BACKSPLASH SS-01 COU ER AND BACKSPLASH PROVIDE MITERED CORNERS AS INDICATED DRAWER ON HEAVY DUTY GLIDES WITH SOFT CLOSE PL-01 - EXTERIOR CABINETRY _ VALLI & VALLI A295-D SATIN 0 o CHROME CABINET PULL, TYP. 0 0 %" ADJ. SHELVES ONY4" HEAVY r >> ,...:;: ; STEEL PINS _ - DUTY STAINLESS S 0 0 BLACK MELAMINE FINISH ON ALL 0 0 INTERIOR CABINETRY & 0 o SHELVING SOFT CLOSE CONCEALED HINGES PL-01 RECESSED BASE 2'-1 3/4" 3 BREAK ROOM SECTION A7f11 SCALE:1'=1'-(r 2'-0" e BOARD ROOM SECTION A701 SCALE: 1'=VI AND BACKSPLASH MITERED CORNERS \TED DUNTER FRIDGE, SPECIFICATIONS CABINETRY (BEYOND) U)I z O Q w J W w W u7 co z O w J w w w v7 V-2" BLOCKING AS REQUIRED SOFT CLOSE CONCEALED HINGES, TYP. ° PL-oi EXT - R CABINETRY %" ADJ. SHELVES ONY4" HEAVY DUTY STAINLESS STEEL PINS BLACK MELAMINE FINISH ON ALL INTERIOR CABINETRY & ° SHELVING VALLI & VALLI A295-D SATIN CHROME CABINET PULL HERA KB12-LED PUCK LIGHT W. STAINLESS STEEL FINISH. FIXTURE RECESSED FLUSH INTO BOTTOM OF SHELF UNIT. CENTER ONE FIXTURE UNDER EACH CABINET 2'-2" U I C(5UNTER AND BACKSPLASH PROVIDE MITERED CORNERSOe 4 KITCHEN SECTION A701 SCALE: 1'=1'-0' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2,-0" n BOARD ROOM SECTION 701 / SCALE: 1'=1'-0' AS INDICATED DRAWER ON HEAVY DUTY GLIDES WITH SOFT CLOSE PL-01 EXTERIOR CABINETRY VALLI & VALLI A295-D SATIN CHROME CABINET PULL, TYP. "ADJ, SHELVES ON Y" HEAVY DUTY STAINLESS STEEL PINS BLACK MELAMINE FINISH ON ALL INTERIOR CABINETRY & SHELVING SOFT CLOSE CONCEALED HINGES PL-01 D BASE ST-01 TMIMR AND BACKSPLASH PROVIDE MITERED CORNERS AS INDICATED VALLI & VALLI A295-D SATIN CHROME CABINET PULL PL-02 7TEWR CABINETRY BLACK MELAMINE FINISH ON ALL INTERIOR CABINETRY & SHELVING %" ADJ. SHELVES ONy" HEAVY DUTY STAINLESS STEEL PINS, TYP. SOFT CLOSE CONCEALED HINGES PL-02 D BASE z O Q w Lu W w W co VI BLOCKING AS REQUIRED SOFT CLOSE CONCEALED HINGES, TYP. PL-01 R CABINETRY — %" ADJ. SHELVES ON Y" HEAVY DUTY STAINLESS STEEL PINS BLACK MELAMINE FINISH ON ALL INTERIOR CABINETRY & SHELVING VALLI & VALLI A295-D SATIN CHROME CABINET PULL HERA KB12-LED PUCK LIGHT W. STAINLESS STEEL FINISH. FIXTURE RECESSED FLUSH INTO BOTTOM OF SHELF UNIT. CENTER ONE FIXTURE UNDER EACH CABINET SS-01 TOP MOUNTED SINK, REFER TO SPECIFICATIONS PROVIDE MITERED CORNERS AS INDICATED PL-01 CT R CABINETRY VALLI & VALLI A295-D SATIN CHROME CABINET PULL a BLACK MELAMINE FINISH ON ALL - INTERIOR' CABINETRY& SHELVING SOFT CLOSE CONCEALED HINGES .:... PL-01 SED BASE 5 KITCHEN SECTION A701 SCALE: 1'=1'4r ,o BOARD ROOM SECTION A701 SCALE:1"=1'I ST-01 TOP MOUNTED SINK, REFER TO SPECIFICATIONS PROVIDE MITERED CORNERS AS INDICATED VALLI & VALLI A295-D SATIN CHROME CABINET PULL PL-02 EXTERIOR CABINETRY BLACK MELAMINE FINISH ON ALL INTERIOR CABINETRY & SHELVING SOFT CLOSE CONCEALED HINGES PL-02 D BASE VIs10N No.: I RE , WED FOR' CODE COMPLIANCE APPROVED MAY 2 8 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 19 2015 PERMIT CENTER 0 ao o o ti co � v eo ao o Nm C6 ,n M M M CM N CN co t0 co N a 0 a O V o N � r o Cpcm _ O co o x C) m o cc U O uU-� o 0 N o Wco N a1 o N d > !2 o > a co c o vi $ > u z en C � LO C F z Lu Lu F z U w In Q w co 0) 70 +_j U CIO creating extraordinary spaces www.cr-architects.com 800.469.4949 CONSULTANTS ISSUE/REVISION 03/06/2015 PERMIT ISSUE 04/10/2015 BID ISSUE Q 05/18/2015 PERMIT RESUBMITTAL PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 215001 INTERIOR DETAILS MILLWORK SHEET NO. A7nl O 2015 Cole+Russell Architects, Inc. V-6" 1'-6" T-6" I V-2" Q 2 U U z z QF- U Z W O U ~U ZW O � J (n of � OD LL af Z w W J H O af LL Z ° H Z uj W 1n z Z)o 00 O H 0 U W J �LL wW H F WZ) ZZ) O z H Uw =w ow of J W to n _ o: U W j 0 U OW 0 O of U � W W 0 a° O a LLv wu- > U yw a J � UW W ~ am oZ 4 = Co I F U 7 W O = 0 O� cvc- w0 F- fA W F- U is W Q C 20 0 O U W p oa U O H =W o z 0 a w J w w w Cn Cn z 0 a w J w W w cn z O a w' J W w w Cn z 0 Q w w W W 0 0 0 1 1 ism A T-2" BLOCKING AS REQUIRED SOFT CLOSE CONCEALED HINGES, TYP. PL-03 EXTE R CABINETRY Y4" ADJ. SHELVES ON Y4" HEAVY z DUTY STAINLESS STEEL PINS 0 a w BLACK MELAMINE w INTERIOR CABINETRY `u w Cn VALLI & VALLI A295-D SATIN CHROME CABINET PULL HERA KB12-LED PUCK LIGHT W. STAINLESS STEEL FINISH. FIXTURE RECESSED FLUSH INTO BOTTOM OF SHELF UNIT. CENTER ONE FIXTURE co zo UNDER EACH CABINET a w 2'-6" Lu w w co PL-04 U TERTOP CONTINUOUS EASED EDGE CORNER AS INDICATED ° 1 PL-03 ° R CABINETRY ° VALLI & VALLI A295-D -------- -- SATIN CHROME CABINET PULL Cl) 0 O 0 3/"ADJ. SHELVES ONY4" HEAVY 0 DUTY STAINLESS STEEL PINS, TYP. J w o BLACK MELAMINE w ° INTERIOR CABINETRY CO o SOFT CLOSE CONCEALED HINGES TEM D BASE .v MAIL ROOM SECTION A702 SCALE: 1'=1'40' COMMUNITY WALL SECTION A702 SCALE 1"=1'-0' 2'-1" O 0 0 0 0 0 0 0 0 0 0 0 O 0 O 0 o i 0 n OFFICE SECTION A702 SCALE 1"=v-(r BLOCKING AS REQUIRED SOFT CLOSE CONCEALED HINGES, TYP. PL-03 EXTERIOR CABINETRY 3/4" ADJ. SHELVES ON Y4" HEAVY DUTY STAINLESS STEEL PINS BLACK MELAMINE INTERIOR CABINETRY VALLI & VALLI A295-D SATIN CHROME CABINET PULL HERA KB12-LED PUCK LIGHT W. STAINLESS STEEL FINISH. FIXTURE RECESSED FLUSH INTO BOTTOM OF SHELF UNIT. CENTER ONE FIXTURE UNDER EACH CABINET 2-6" PL-04 �� COUNTERTOP _2 CONTINUOUS EASED EDGE CORNER AS INDICATED -- DRAWER ON HEAVY DUTY GLI[ WITH SOFT CLOSE, TYP. Lu PL-03 E R CABINETRY, TYP. VALLI & VALLI A295-D SATIN Cr W CHROME CABINET PULL, TYP. BLACK MELAMINE 0 INTERIOR CABINETRY w w PL-03 RECESSED BASE 2 MAIL ROOM SECTION A702 SCALE: 1'=1'-0' 13/4" U.N.O. V-5114" I� N M rDESIGN BOX TV BY OWNER ENT: BOX TO ACCEPT 'ANELBEYOND- E MAGNETIC OWNER REFER TO GRAPHICS WILL BE COLOR O FRONT FACE Sk CONTINUOUSLY ADHERE ACRYLIC EDGES NOTE: FABRICATOR TO PROVIDE (2) BOXES ,QUIRED PL-04 UNTERTOP CONTINUOUS EASED EDGE CORNER AS INDICATED PL-03 XrERIOR CABINETRY VALLI & VALLI A295-D SATIN CHROME CABINET PULL Y4" ADJ. SHELVES ON Y4" HEAVY DUTY STAINLESS STEEL PINS, TYP. BLACK MELAMINE INTERIOR CABINETRY SOFT CLOSE CONCEALED HINGES PL-03 MUMMD BASE 3/4" V-51 /4" co M SF-01 A BOX O5 DESIGN INTENT: BOX TO ACCEPT REMOVABLE MAGNETIC OWNER PROVIDED GRAPHICS WILL BE APPLIED TO FRONT FACE CONTINUOUSLY ADHERE - - ACRYLIC EDGES NOTE: FABRICATOR TO PROVIDE (2) BOXES n COMMUNITY WALL GRAPHIC BOX DETAILS A702 SCALE: 1'=1'4" 3 BANKING FEATURE WALL SECTION A702 SCALE: 1.=1'-0' 1 3/4" U.N.O. ANELBEYOND - ;EFER TO :OLOR P. PER BOX TV BY OWNER QUIRED /F-103WAR10117-I00 DESIGN INTENT: BOX TO ACCEPT REMOVABLE MAGNETIC OWNER PROVIDED GRAPHICS WILL BE APPLIED TO FRONT FACE CONTINUOUSLY ADHERE ACRYLIC EDGES NOTE: FABRICATOR TO PROVIDE (1) BOX 3/4" SF-01 V-51/4" AC BOX Ch DESIGN INTENT: BOX TO ACCEPT REMOVABLE MAGNETIC OWNER PROVIDED GRAPHICS WILL BE APPLIED TO FRONT FACE CONTINUOUSLY ADHERE ACRYLIC EDGES NOTE: FABRICATOR TO PROVIDE (1) BOX c r Ic U.N.O. 'ANEL BEYOND - REFER TO COLOR rP. PER BOX ,EQUIRED 4 COMMUNITY WALL SECTION A702 SCALE:1"=1'-"' 3/4" V-51/4" c M 5 COMMUNITY WALL SECTION A702 SCALE: 1"=1'-0" A`ewEi�BOX o c DESIGN INTENT: REMOVABLE MAGNETIC OWNER PROVIDED GRAPHICS WILL BE APPLIED TO FRONT FACE CONTINUOUSLY ADHERE ACRYLIC EDGES NOTE: FABRICATOR TO PROVIDE (1) BOX 'ANEL BEYOND - REFER TO COLOR :QUIRED T-0" M co a DIVIDER SCREEN DETAIL A702 SCALE: 1"=V-W 6" NOTE FOR COMMUNITY WALL AND BOXES ONLY: 1. THIS UNIT SHOULD BE CONSTRUCTED TO AWI PREMIUM STANDARDS 2. DETAIL SHOP DRAWINGS OF FEATURE WALL & CUBES SUBMITTED TO DESIGNER FOR APPROVAL AS WELL AS MOCK UP PRIOR TO FABRICATION 3. MAGNETS SHOULD NOT BE VISIBLE FROM FRONT FACE OF CUBE 4. ALL DIMENSIONS VIF PRIOR TO CONSTRUCTION TO INSURE PROPER FIT IN FRAME WORK -1/8" MAX GAP BETWEEN CUBE & FRAMEWORK 1" DIAMETER METAL SUPPORTS ATTACHED AT CEILING. FINISH TO BE BRUSHED ALUMINUM. FABRICATOR TO PROVIDE HARDWARE RECOMMENDATIONS FOR DESIGNER APPROVAL SOLID WOOD FRAME STAINED TO MATCH WILSONART WALNUT HEIGHTS 7965K-12 SF-02 RE -FINISHED SCREEN 1" DIAMETER METAL SUPPORTS ATTACHED AT CEILING. FINISH TO BE BRUSHED ALUMINUM. FABRICATOR TO PROVIDE HARDWARE RECOMMENDATIONS FOR DESIGNER APPROVAL SOLID WOOD FRAME STAINED TO MATCH WILSONART WALNUT HEIGHTS 7965K-12 SF-02 'R _rrRISHED SCREEN KEVEWEED FOR CODE COMPLIANCE APPROVED MAY 2 8 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 19 2015 PERMIT CENTER 555 REGISTERED ARCHITECT DAVID S. ARENDS STATE OF WASHINGTON = co Q ado p 2 N C%7 U C7 ti co N CO N C�] � <o to Ch m N a o N r• co oED �X- a v m U C N U 0 U-3 Co 0 o o a� N N Cn N "cc in c c o o uj > Z Cn CDr- CD co w `� 2--C! J U O C0 Psi L U L Cu creating extraordinary spaces www.cr-architects.com 800.469.4949 CONSULTANTS ISSUE/REVISION 03/06/201: PERMIT ISSUE 04/10/201: BID ISSUE Q 05/18/201: PERMIT RESUBMITTAL PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 21500l SHEET TITLE INTERIOR DETAILS MILLWORK SHEET NO. 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Q U o o twig 0) L U U Cu creating extraordinary spaces www.cr-architects.com 800.469,4949 CONSULTANTS ISSUE/REVISION 03/06/2015 PERMIT ISSUE 04/10/2015 BID ISSUE 05/18/2015 PERMIT RESUBMITTAL PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 215001 f SHEET TITLE INTERIOR DETAILS MILLWORK SHEET NO. A703 Architects; Inc. �wwwrrrrw.�r° ACOU ME" WALL BOARD TYP. BASE SET TRACK IN SEALANT —� Z z Q� Z O Z W O U ~ U Z Q O � J co o af W Z+ - W J T U 00 Z� �_Z Z W W U) D o U U O� � U W J =a �W �W W W W 0 Z O Z H U w wof =LL U W Qa J W D _ � W U + - 0 U � LL � o� U d' W W 'O a oa U a- W � >W 55a J � U W W ~ a Z a= U w a W W N 0O N LLof m =0 (0W �co 0 WE 2 O ::30 U W p O a W �o U) U 2 W . in a ROORFLOOR DECK ACOUSTICAL CEII SYS METAL STUDS m WALL BOARD TYP.; SEE SCHEDULE 0 LL LL Q Q SCHEDULED BASE Or = SET TRACK IN SEALANT FINISH FLOOR - 1 PARTITION TYPE TYPICAL INTERIOR PARTITION TYPES SCALE: N.T.S. JAMB COL: 2- STUDS ATTCHED W/ 2-STUD TRACKS J-MOLD EA SID 1 ALUM SE I ON PAa ENTER SHIM W/ SEALANT EA SIDE PARTITION CONSTRUCTION RE: WALL TYPES 2a 2g 2c HEAD/JAMB/SILL. L601 AA601 AA601 J SCALE: N.T.S. CEILING TRANSITION SCALE: 2"=1'-0" ROORFLOOR DECK TYPE'X' GWB Z O - Q W J w W SET TRACK IN SEALANT Cn lkl] FINISH FLOOR 4 PARTITION TYPE TYPE'X' GWB m LL C': LL Q Q BASE SET TRACK IN SEALANT 01 FINISH FLOOR 2 PARTITION TYPE HOLLOW MTL FRAME JAMB COL: 2- STUDS ATTACHED W/ 2-STUD TRACKS COORDINATE THROAT DIMENSION WITH WALL TYPES PARTITION CONSTRUCTION RE: WALL TYPES SEALANT BOTH SIDES HOLLOW MTL DOOR HEAD/JAMB SCALE: N.T.S. GLASS PARTITION SCALE: 2'=1'-0" '0 0 LLLL 0 Q T O FINISH FLOOR 3A PARTITION TYPE 36 PARTITION TYPE (GWB ONE -SIDE ONLY) CHANNEL SUPPORT AS REQUIRED HEAD CHANNEL CEILING TILE LAMINATED GLASS BASE CHANNEL DOOR FINISH LABEL FRAME TYPE DOOR TYPE GLAZING LOUVER NOTES ABBREVIATIONS A UL 3 HR. AL ALUMINUM F1 ALUMINUM D2 HOLLOW METAL G1 FULL- TINTED TEMPERED LV1 14"x24" NOTE: FOR ALL LOCKING MECHANISMS, PROVIDE FOR BEST HARDWARE. B UL 1-1/2 HR. BR BRONZE F2 HOLLOW METAL - 2" HEAD D5 SOLID CORE PANEL 02 HALF GLASS- CLEAR C UL 3/4 HR. CLT CLEAR TEMPERED F3 OVERHEAD DOOR GUIDE D6 EXISTING/RE-USE TEMPERED 1. DRILL AND TAP TOP OF JAMB GUARD AND FASTEN BOTTOM PIN ASSEMBLY WITH STUD BOLTS D UL 1/3 HR. HM HOLLOW METAL F4 SIDE -STACKING GRILLE GUIDE D9 EXISTING DOOR W/ GLAZING G3 10" x 10' - MIRROR 2. THESE DOORS SUPPLIED W/ HINGES. RE SPECS. INDIVIDUAL DOOR LEAVES ARE OPERABLE AS GAL GALVANIZED F5 HOLLOW METAL - 4" HEAD D10 DOOR W/ GLAZING TEMPERED SWING DOORS IN THE EVENT OF AN EMERGENCY 3. DOOR LEAF SIZE OF 42", EACH, YIELDS A NET CLEAR OPENING OF 72" HARDWARE P PRIMED F6 STEEL COL FOR CHAIN LINK FENCE D11 PARTITION DOORS G4 CLEAR TEMPERED 4. DOOR LEAF SIZE OF 54" , EACH, YIELDS A NET CLEAR OPENING OF 96" PF PRE -FINISHED F7 BENT PLATE ET 5. NO ACCESS REQUIRED FROM EXTERIOR SIDE OF DOOR. PT PAINT F8 CHANNEL FRAME 6. PROVIDE TACTILE EXIT SI T DE OF SC SOLID CORE F9 POCKET DOOR WITH HEAVY DUTY DOOR. U UNFINISHED SUSPENSION RAIL & HARDWARE REFER TO SPECIFICATIONS FOR 7. PROVIDE ADA SIGNAGE. 1 77 WD WOOD F10 REINFORCED HOLLOW METAL DOOR HARDWARE SET INFORMATION FRAME AL OPENING FRAME DOORUJI Q ~ w LOCATION DOOR SIZE DETAIL O Z N j DC 00 m O 2 0 z m a Q = -j a z Q O REMARKS Cr o 02 FROM TO WIDTH HEIGHT li U) m CO _3 = Z 1 S z 100A CORRIDOR BANKING 15'-0" 8'-0" - - - - - - PF - - - FIRE SHUTTER: PER ARCHITECT 100A 100B CORRIDOR BANKING 15'-0" 8'-0" - - - - - D11 PF G4 - - - ACCORDIAN SLIDING PARTITION (BASIS OF DE GN DYNAMIC CLOSURES F URA #083513) 100B 10SE TI OC 104 OFFICE CONFERENCE 3'-0" 8'-0" - - - - PT - - 2 - RE -USE EXISTING 104 110A CORRIDOR OFFICE 3'-0" 8'--0" - - - - - - - PT - 4 - RE -USE EXISTING 110A 110B OFFICE EXTERIOR 3'-0" 8'-0" - - - - - - PT X RE -USE EXISTING. DOOR TO REMAIN LOCKED - NOT AN EXIT. 110E 125A CORRIDOR BREAK ROOM 3'-0" 8'-0" - F2 - 2A 2B - D6 PT - 4 - RE -USE EXISTING (RE -USE RELOCATEDSIDELITE) 125A 125B BREAK ROOM EXTERIOR 3'-0" 8'-0" - F2 - 2A 2B - D6 PT - X - RE -USE EXISTING 125B 126 BREAK ROOM LOUNGE 3'-0" 7'-6" - - - - PF - 3 - SLIDING DOOR 126 130 CORRIDOR SERVER ROOM 8'-0" - - - - - - - PT 4 RE -USE EXISTING 130 E61-011 200 CORRIDOR CONFERENCE 8'-0" - - - - - - D10 PT G1 4 - SET OF DOUBLE DOORS 200 241 ACCOUNTING CONFERENCE 3'-0" 8'-0" C F2 - 2A 2B - D5 P - 5 - - 241 242 OFFICE CONFERENCE 3'-0" 8'-0" C F2 PF 2A 2B - D5 P - - 5 - - 243 243 ACCOUNTING 'WORKROOM 3'-0" 8'-0" C F2 PF 2A 2B - D5 P - - 1 - - 243 244A CORRIDOR MAIL ROOM 3'-0" 8'-0" - F2 - 2A 2B - D6 PT - - 4 - RE -USE EXISTING 244A - - 1 - - 246A CORRIDOR OFFICE 3'-0" 8'-0" - F2 - 2A 2B - D6 PT - - 4 - RE -USE EXISTING 246A 246B OFFICE CORRIDOR 3'-0" 8'-0" C F2 PF 2A 2B - D5 P - - 4 - - 246B 2 EGENERAL O F - P 2 - - 290 CORRIDOR SERVER ROOM 3'-0" 8'-0" - F2 - 2A 2B - D6 PT - - 4 - RE -USE EXISTING 290 HARDWARE SCHEDULE DOOR TYPES HARDWARE NOTES A. PROVIDE CYLINDRICAL LOCKSETS AT INTERIOR DOORS AND MORTISE LOCKSETS AT EXTERIOR DOORS. ALL DOORS TO HAVE ADA COMPLIANT LEVER TRIM B. ALL DOOR HINGES SHALL BE STANDARD DUTY MORTISED BALL BEARING TYPE, EXTERIOR DOORS SEE SCHD. SEE SCHD. TO HAVE A NON REMOVABLE PIN. 2" C. REFERENCE SPECIFICATION SECTION 087111 � I I I HARDWARE GROUP #1 HARDWARE GROUP #4 • LOCKSET: STOREROOM • LOCKSET: ENTRY W/ KEY CARD ACCESS I I = _ • SILENCERS • CLOSER 0 • (3) BUTT HINGES • THRESHOLD Cn co Lu • (3) BUTT HINGES \ I I I � HARDWARE GROUP #2 • SILENCERS \ \ ( I I \ \ I I I • LOCKSET: OFFICE \ \ • SILENCERS HARDWARE GROUP #5 \ I I I • (3) BUTT HINGES • LOCKSET: PASSAGE • WALL STOP a (3) BUTT HINGES AE) © • WALL STOP D2/D5/D6 D9/1 O D1 1 :ARD LOCKSET:I NONE PROVIDE DUMMY LEVERS AG H HARDWARE GROUP X • A• NO CHANGE, EXISTING TO REMAIN SI C S LL LL RUBBER TRANSITION o STRIP a CARPET/ CARPET TILE N STONE TILE T TOP OF STRUCTURE ILL RUBBER TRANSITION o STRIP CL rI CARPET N VINYL COMPOSITE L TILE TOP OF STRUCTURE 4 FLOOR TRANSITIONS- 5 PARTITION( A CARPET/ CARPET T.O. STRUCTURE CONCRETE SLAB (OT.O. STRUCTURE TILE QT.O. STRUCTURE* CPT REDUCER STRIP TO MATCH RUBBER BASE VCT OR CONCRETE SLAB AS SCHEDULED CONCRETE SLAB TRANSITION STRIP VCT OR SHEET VINYL CONCRETE SLAB 3/8°x1-1/2" BRUSHED ALUM. ANGLE SECURED TO SLAB VCT OR SHEET VINYL FLOAT FLOOR AS REQUIRED FOR LEVEL TRANSITION — REFER ALSO TO GENERAL NOTES CONCRETE SLAB FLOOR FINISH TRANSITIONS SCALE: 12'= V-0" 2'—Op OFFSET MA OFFSET 9 PARTITION i01 SCALE: 1Z'=1'-0" PARTITION AS SCHEDULED GWB SILL BELOW -NO--I BREAK METAL, ANODIZED TO MATCH STOREFRONT NEOPRENE GASKET REVt VIED FOR NEW ALUMINUM FALSE DE COMPLIANCE MULLION WHERE NO APPROVED EXIST WINDOW MULLION OCCURS MAY 2 8 2015 EXIST WINDOW MULLION 04 of TUkWila U'ILDING DIVISION WINDOWMULLION PARTITION AS SCHEDULED PROVIDE DOUBLE BEADS OF ACOUSTICAL SEALANT PROVIDE ANOD. ALUM. CHANNEL TO MATCH STOREFRONT — NOTCH & ADJUST AS REUD GWB PAINTED BLACK EXISTING WINDOW GLASS EXISTING WINDOW MULLION WINDOW M RECEIVED CITY OF TUKWILA MAY 19 2015 PERMIT CENTER ULLION 555 REGISTERED ARCHITECT ,�Y:t ✓��lT DAVID S. ARENDS STATE OF WASHINGTON o W �rj W M O N O N W o d m � d N a o o c r- 4! v = N 0 ao O o0 Q = U C m U 0 LO N co Cm N C) CO N p� .N o co N cc T CD > S O O co - CD U fA co n `n ti u; Z w uj Lu Z U W Q W 0 01 W W 7 4_j U a) :. L co creating extraordinary spaces Wm.cr-architects.com 800.469.4949 CONSULTANTS ISSUE/REVISION 03/06/2015 PERMIT ISSUE 04/10/2015 BID ISSUE 05/18/2015 PERMIT RESUBMITTAL PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 GUMMIJSIUN NU. L"15UUl SHEET TITLE SCHEDULE + DETAILS SHEET NO. A601 © 2015 Cole+Russell Architects, Inc. (0Z Z- Q� Z0W O U= �= U Z Q O J Ld co 0' fn OOf Z W W J �° 0' U- 00 z�_ ZW W co 5 Z UDO 0 F 0 U W J �a. W W W W H zZ) O z H U� UW wQ =a UW Of Qa co W � U + — W J 0 U-O O}F F- U 1 w WO a. wa av W L- '-W ma �m J WH 02z Q< I� U w 0 W n 2 O O Er N aw m =LL o H w 2 m N U m Wo 2O U W p o n- W 0 F U U m W O J rm a EXISTING CEILING CORRIDC (PUBLIC CORRIDOR) CEILING TR A602 SCALE: N.T.S. "IIRE BRACING S REQUIRED NEW CEILING GRID (REFER RCP) OP RUNNER FASTEN 0 CEILING TEE ANT SPACE OPERABLE WALL PANEL REFER TO OPERABLE WALL MANUFACTURER'S DETAILS 2 0 LLI O O 0 OPERABLE WALL SUPPORT (PER MANUFACTURER) EXISTING CEILING �— I GWB CEILING 0 w 2 0 z z ui Ii O FINISH FLOOR SITION OPERABLE WALL WHERE OCCURS - FLOUR. LIGHT SECTION SCALE: 12"=1'-0" 1 1/2" COLD ROLLED CHANNEL AT 4' O.C. 6" MAX FURRING CHANNEL CLIP 8 GA. GALVAM WIRE HANGERS AT 4' O.C. 25 GA. METAL CHANNEL AT 2 WALL SURFACE 5/8" TYPE "X' CORNER REINFORCEMENT SUSPENDED GWB. CEILING SCALE: N.T.S. 'ALANT, TYP. ASS, SEE DOOR AND LITE SCHEDULE ILDING STANDARD FRAME W/ METAL STOP 1 FL, SEE FINISH SCHDULE SIDELIGHT HEAD/SILL SCALE. 3"=1'-0" A602 SCALE: N.T.S. METAL STUD HANGERS AT 16" � SOFFIT DETAIL 4602 SCALE: 12"=1'-0" W J 0 w _ U w W a 41SH. AS FLOORING AS SCHEDULED WOOD BASE DETAIL SCALE: N.T.S. —RECESSED 3/4" CONTINUOUS ALUMINUM CHANNEL WITH CONTINUOUS CLEAR CAULK n WOOD STOP, PAINTED CORNER BEAD, TYP RECESSED 3/4" CONTINUOUS ALUMINUM CHANNEL WITH CONTINUOUS CLEAR CAULK - PROVIDE FOAM TAPE BETWEEN CHANNEL AND FLOOR FINISHED FLOOR STRUCTURE FRAMELESS RECITE SILL/JAMB SCALE: 3"= V-0" BATT IN: OCCURS ACOUSTI CEILING GWB HEi GWB SILL IF EXISTING DOES NOT MEET ENERGY CODE:- GWB OVER MTL. STUD FURRING W/ R-13 BATT INSULATION W/ 1" AIR SPACE & VAPOR BARRIER MTL STUD -RUNNER ATTACHED TO EXISTING - CONC. SLAB. PENETRATION MIN. PER STUD MANUFACTURER'S RECOMMENDATIONS EXISTING EXTERIOR WALL EXISTING EXTERIOR WALL EXTERIOR WINDOW SECTION SCALE: 4" " =1'-0 TYP. ;EE DOOR ITE SCHEDULE STANDARD FRAME W/ TOP :E FINISH SCHEDULE FLOOR, SEE FINISH SCHEDULE ROOM FINISH S HEDULE C KEY GENERAL NOTES LEGEND 1. DOOR FRAME PAINT TRANSITION DOOR HOLLOW MTL FRAME WALL TRANSITION PAINT COLORS AT INSIDE CORNER OF RABBET 1. ALL WALLS TO BE PAINTED PT-01, U.N.O. 2. TERMINATE ALL MATERIAL CHANGES AT CENTERLINE OF DOORWAYS, U.N.O. 3. INSTALL ALL CARPET IN A MONOLITHIC PATTERN, U.N.O. 4. ALL COLUMNS TO BE PAINTED PT-01 AND WITH WB-02 BASE, U.N.O. 5. PATCH / REPAIR WALLS AS NEEDED PRIOR TO PAINTING 6. REFER TO SHEET ID22X FOR TRANSITION DETAILS 7. AT-02 ACOUSTICAL CEILING TILES TO BE INSTALLED PRIOR TO NEW WALLS BEING BUILT 8. REFER TO INTERIOR ELEVATIONS, ID200 SERIES FOR PLACEMENT OF FINISHES 9. EXISTING DOOR TO BE RE -USED AT CP G PL PT SF SS ST V B ACOUSTIC CEILING TILE CARPET GLASS PLASTIC LAMINATE PAINT SPECIAL FINISH SOLID SURFACING STONE VINYL FLOORING WALL BASE ROOM NAME FLOOR WALL BASE WALLS °O°FRAMES°°R CEILING COMMENTS a w= ~Q w 2 p LL U REFERENCE INFORMATION a W= ¢ 2 w 2 p LL U REFERENCE INFORMATION Q W= ¢ w 2 p IL U REFERENCE INFORMATION a W_ ¢ w 2 p LL U REFERENCE INFORMATION a W= ¢ w 2 p IL U REFERENCE INFORMATION 100 BANKING V 01 - - B 01 - - PT 02 - - PT 08 NOTE 8 - AT 01 - - REFER TO DETAIL 2/A602 FOR STOREFRONT DETAIL CP 01 - - - - - - PT 01 101 CONFERENCE CP 01 - B 01 - PT 02 - - - - PT 01 - - 102 OFFICE CP 01 - B 01 - PT 02 - - - - PT 01 - - 103 OFFICE CP 02 - B 03 - PT 04 - - - - AT 03 - - 104 CONFERENCE CP 02 - B 03 - PT 04 - PT 08 - AT 03 - - 105 WORKROOM CP 02 - B 03 - PT 04 - - - - AT 03 - - 106 KITCHEN V 02 - B 03 - PT 04 - - - - AT 03 - - 110 OFFICE CP 02 - B 03 - PT 04 - PT XX NOTE 9 AT 03 - - 125 BREAK ROOM V 02 - - B 02 - - PT 03 - - PT XX NOTE 9 - AT 02 - - - - - - - - PT - - - PT 01 126 LOUNGE V 03 - B 02 - PT 03 - - - - AT 02 - - 130 SERVER ROOM V 04 - B 03 - PT 04 - PT XX NOTE 9 AT 03 - - 200 CONFERENCE CP 03 - - B 03 - PT 04 - - PT XX NOTE 9 - AT 02 - - - - - - - - - - - - PT 01 240 OFFICE CP 02 - B 03 - PT 04 - PT XX NOTE 9 AT 03 - - 241 CONFERENCE CP 02 - B 03 - PT 04 - PT 08 - AT 03 - - 242 CONFERENCE CP 02 - B 03 - PT 04 - - - - AT 03 - - 243 WORKROOM CP 02 - B 03 - PT 04 - PT 08 - AT 03 - - 244 MAILROOM CP 02 B 03 - PT 04 - PT XX NOTE 9 AT 03 - - 245 OFFICE CP 02 - B 03 - PT 04 - PT 08 - AT 03 - - 246 OFFICE CP 02 - B 03 - PT 04 - PT 08 - AT 03 - - 290 SERVER ROOM V 04 - B 03 - PT 04 1 PT 10041 AT 03 - - TYP RECITE HEAD/SILL/JAMB 302% SCALE: 3"=V-0" BRACE 3/4" DIA. RIGID METAL CONDUIT AS SHOWN OR 25GA. STEEL STUDS (ALTERNATIVE) ALTERNATE DIRECTION EVERY OTHER BRACE. FLATTEN END AND BEND, SCREW TO TOP TRACK OF PARTITION W/ SELF TAPPING SHEET METAL SCREW, SCREW OTHER END TO UNDERSIDE OF STRUCTURE ABOVE SHIM 3/8" TEMPERED GLASS IN RECESSED 1 1/2" CONTINUOUS ALUMINUM CHANNEL WITH CONTINUOUS CLEAR CAULK CEILING AS SCHEDULED FRAMELESS RECITE HEAD SCALE: 3"=1'-0" ACT) RE WED FOI` CODE COMPLIANCE APPROVED - MAY 2 8 2015 City o ukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 19 20115 PERMIT CENTER V1 il 555 REGISTERED ARCHITECT ilx� DAVID S. ARENDS STATE OF WASHINGTON CD Q N Lo M C iO � o p m EL O- N IL O N N o 1-4-N o co ^ m c U 0 > cc Cc $ � U C 0 U o N a N 0 h o N N VJ fO o Ci O ca > o c � ti z o o W Z Z U w W Q J J F- I-- U o O co 0) t!� L U 4_+ U Cu creating extraordinary spaces www.cr-architects.com 800.469.4949 CONSULTANTS ISSUE/REVISION 03/06/2015 PERMIT ISSUE 04/10/2015 BID ISSUE Q 05/18/2015 PERMIT RESUBMITTAL PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 215001 SHEET TITLE k i k SCHEDULE + DETAILS [SHEET N0, A602 2015 Cole+Russell Architects, Inc. a �U zZ zC ~8 zw O U= FV Z Q O_ � J ly in 0� LL + Z+ W W J x0 � V LL 00 Z� Fz Z W W fA Z UU OF OU W J h X I W �F- z Q Z� Ww �¢ =a UW <(L as N J W N �U W S 0 U0 -1 OF �-_U d W W Q IL wa (LU W L- >U U)W IL J 0) XUW W H g a=to I rr m o= JLa� w =0 td LL (n W z = W W w 'p �O c LL U W p 00 p, W mU = W 0 f- m a ROOFTOP UNIT SCHEDULE TAG AREA SERVED LOCATION EXISTING OR NEW MANUFACTURER/MODEL SUPPLY FAN OUTSIDE AIR FLOW CFM HEATING COOLING ELECTRICAL WEIGHT LBS NOTES FLOW CFM MOTOR HP CAPACITY KW TOTAL CAPACITY BTU EER MCA AMPS MOP AMPS VOLTAGE/ PHASE V/!d RTU-01 2ND FLOOR ROOF EXISTING TRANE/BWCO24C100A1 800 1/4 EXISTING EXISTING EXISTING EXISTING 10 25 208/1 EXISTING RTU-02 2ND FLOOR ROOF EXISTING TRANE/WCX036A100BB 1200 1/3 EXISTING EXISTING EXISTING EXISTING 23.4 35 208/1 EXISTING RTU-03 2ND FLOOR ROOF EXISTING TRANE/BWC042131001­10 1400 1/2 EXISTING EXISTING EXISTING EXISTING 33 50 208/1 EXISTING RTU-04 1ST FLOOR ROOF EXISTING TRANE/BWCO24C100A1 800 1/4 160 EXISTING EXISTING EXISTING 10 25 208/1 EXISTING 1 RTU-05 1ST FLOOR ROOF EXISTING TRANE/BWC042D100H0 1400 1/2 300 EXISTING EXISTING EXISTING 33 50 208/1 EXISTING 1 RTU-06 1ST FLOOR ROOF EXISTING TRANE/BWC036C100A1 1200 1/3 EXISTING EXISTING EXISTING EXISTING 27.7 45 208/1 EXISTING RTU-07 1ST FLOOR ROOF EXISTING TRANE/BWC030C10OA0 1000 1/3 EXISTING EXISTING EXISTING EXISTING 24.1 40 208/1 EXISTING RTU-08 1ST FLOOR ROOF EXISTING TRANE/BWC060D100H0 2000 3/4 EXISTING EXISTING EXISTING EXISTING 44 70 208/1 EXISTING 1 RTU-09 2ND FLOOR ROOF EXISTING TRANE/BWC060D100HO 2000 3/4 400 EXISTING EXISTING EXISTING 44 70 208/1 EXISTING 1 RTU-10 2ND FLOOR ROOF EXISTING TRANE/BWC030C100A0 1000 1/3 250 EXISTING EXISTING EXISTING 24.1 40 208/1 EXISTING 1 RTU-11 2ND FLOOR ROOF EXISTING TRANE/BWCO24C100A1 800 1/4 200 EXISTING EXISTING EXISTING 10 25 208/1 EXISTING 1 RTU-12 2ND FLOOR ROOF EXISTING TRANE/BWCO24C100A1 800 1/4 200 EXISTING EXISTING EXISTING 10 25 208/1 EXISTING 1 RTU-13 2ND FLOOR ROOF EXISTING TRANE/BWC036C100A1 1200 1/3 EXISTING EXISTING EXISTING EXISTING 27.7 45 208/1 EXISTING RTU-14 1ST FLOOR ROOF EXISTING TRANE/BWCO24C100A1 800 1/4 EXISTING EXISTING EXISTING EXISTING 10 25 208/1 EXISTING RTU-15 1ST FLOOR ROOF EXISTING TRANE/BWC036Cl00A1 1200 113 EXISTING EXISTING EXISTING EXISTING 27.7 45 208/1 EXISTING RTU-16 2ND FLOOR ROOF EXISTING TRANE/BWC042C100A1 1400 1/2 300 EXISTING EXISTING EXISTING 33 50 208/1 EXISTING 1 RTU-17 2ND FLOOR ROOF EXISTING TRANE/WCCO24F100BD 800 1/4 200 EXISTING EXISTING EXISTING - - 208/1 EXISTING 1 RTU-18 1ST FLOOR ROOF EXISTING TRANE/BWCO24C100A1 800 114 EXISTING EXISTING EXISTING EXISTING 10 25 208/1 EXISTING RTU-19 1ST FLOOR ROOF EXISTING TRANE/BWC036C100A1 1200 1/3 EXISTING EXISTING EXISTING EXISTING 27.7 45 208/1 EXISTING RTU-20 1ST FLOOR ROOF EXISTING TRANE/BWC036C100A1 1200 1/3 EXISTING EXISTING EXISTING EXISTING 27.7 45 208/1 EXISTING RTU-21 1ST FLOOR ROOF EXISTING TRANE/BWC036C100A1 1200 1/3 EXISTING EXISTING EXISTING EXISTING 27.7 45 208/1 EXISTING RTU-22 2ND FLOOR ROOF EXISTING TRANE/BWC036C100A1 1200 1/3 250 EXISTING EXISTING EXISTING 27.7 45 208/1 EXISTING 1 RTU-23 2ND FLOOR ROOF EXISTING TRANE/BWC036C100A1 1200 113 250 EXISTING EXISTING EXISTING 27.7 45 208/1 EXISTING 1 RTU-24 2ND FLOOR ROOF EXISTING TRANE/WCC036F100BB 1200 1/3 250 EXISTING EXISTING EXISTING 26 40 208/1 EXISTING 1 NOTES: 1) REBALANCE EXISTING UNIT TO CFM'S LISTED. EXHAUST FAN SCHEDULE TAG AREA SERVED LOCATION MANUFACTURER / MODEL FAN MOTOR DRIVE TYPE DIMENSIONS (DIAxHT) (INxIN WEIGHT LBS NOTES FLOW CFM ESP IN WC SPEED RPM POWER HP SPEED RPM) VOLTAGE/PHASE (V/O) EF-1 SERVER ROOMS ROOF GREENHECK / G-099-VG 800 0.5 1435 1/4 1435 120/1 DIRECT 25x24 61 1 NOTES: 1) PROVIDE FACTORY ROOF CURB AND VARIABLE SPEED CONTROLS. DIFFUSER AND GRILLE SCHEDULE TAG MANUFACTURER / MODEL TYPE MATERIAL FINISH FACE FACE DUCT MOUNTING PATTERN DAMPERS ACCESSORIES NOTES STYLE SIZE INLET B TITUS MCD-AA MODULAR CORE SUPPLY DIFFUSER AL WHITE - NOTE 2 NOTE 3 NOTE 4 - NONE - NOTE 7 E TITUS 50F EGGCRATE GRILLE AL WHITE - NOTE 2 NOTE 3 NOTE 4 - NONE - - J TITUS CT -PP LINEAR BAR DIFFUSER AL WHITE - - NOTE 3 NOTE 5 - NONE BO, DB - K TITUS ML LINEAR SLOT DIFFUSER AL NOTE 6 - - - NOTE 5 FA NONE BO, P - NOTES: 1) SEE DRAWINGS FOR FACE SIZE (24x24 OR 12xl2). PROVIDE 24x24 FOR LAY IN CEILINGS. 2) FACE SIZE DETERMINED FROM DUCT INLET SIZE. 3) SEE AIR DEVICE TAG FOR DUCT INLET SIZE. 4) COORDINATE BORDER TYPE (SURFACE MOUNT, SNAP IN, LAY -IN, SPLINE, DROPPED FACE, AND BEVELED DROP FACE) WITH ARCHITECTURAL CEILING PLANS. 5) COORDINATE BORDER TYPE WITH ARCHITECTURAL CEILING DETAILS. 6) PROVIDE BLACK FOR FACE AND SHELL, BLACK PATTERN CONTROLLER, AND WHITE TEES. 7) PROVIDE FOUR GRILLES PER UNIT, WITH [ADJUSTABLE BLADES] [REMOVABLE, ROTATABLE MODULES]. ABBREVIATIONS: ST = STEEL, AL = ALUMINUM, BE = BAKED ENAMEL, AA = ANODIZED ALUMINUM, FA = FULLY ADJUSTABLE, TP = TWO POSITION, OPD = OPPOSED BLADE DAMPERS, ADJ = ADJUSTABLE, BA = BAKED ACRYLIC, BO = BLANK OFF, DB = DIRECTIONAL BLADES, AND P = PLENUM. TANKLESS ELECTRIC WATER HEATER SCHEDULE TAG SYSTEM SERVED LOCATION MANUFACTURER / MODEL FLOW RATE GPM TEMP RISE F INPUT CAPACITY KW CW INLET IN HW OUTLET IN ELECTRICAL DIMENSIONS (DIAxHT) (INAN) OPERATING WEIGHT (LBS NOTES MOP AMPS VOLTAGE/PHASE /O) EWH-1 KITCHEN SINK CASEWORK INSTANT -FLOW SR-40/208 1 57 8.32 3/8" 3/8" 40 208/1 10x3x7 10 1, 2, 3 EWH-2 BREAKROOM SINK CASEWORK INSTANT -FLOW SR-40/208 1 57 8.32 3/8" 3/8" 40 208/1 10x3x7 10 1, 2, 3 EWH-3 DISHWASHER CASEWORK INSTANT -FLOW SR-30/208 1 42 6.24 3/8" 3/8" 30 208/1 10x3x7 10 1, 2, 3 EWH-4 BOARDROOM SINK CASEWORK INSTANT -FLOW SR-40/208 1 57 8.32 3/8" 3/8" 40 208/1 10x3x7 10 1, 2, 3 NOTES: 1) LOCATE INSTANTANEOUS WATER HEATER IN CASEWORK BELOW KITCHEN SINK. MOUNT DISHWASHER UNIT BELOW KITCHEN UNIT. 2) PROVIDE WITH OPTIONAL PA 765 ABS FINISH. 3) P/T RELIEVE VALVE AND EXPANSION TANK NOT REQUIRED FOR INSTALLATION WITH THIS DEVICE. PLUMBING FIXTURE SCHEDULE TAG FIXTURE MANUFACTURER / MODEL CONNECTIONS NOTES W V CW HW P-4A KITCHEN SINK JUST SL-ADA-2122-A-GR 2" 2" 1/2" 1/2" 1, 2, 3 P-413 BREAKROOM SINK JUST SL-ADA-2131-A-GR 2" 2" 1/2" 1/2" 1, 2, 3 NOTES: 1) REFER TO ARCH. DRAWINGS FOR CLEARANCES AND MOUNTING HEIGHTS. 2) ALL PLUMBING FITTINGS AND FIXTURES SHALL BE LEAD-FREE EXCEPT THOSE EXPLICITLY EXEMPTED IN SECTION 3874 OF THE SAFE WATER DRINKING ACT. 3) PROVIDE WITH LEAD FREE QUARTER TURN SUPPLY STOPS, FLEXIBLE SUPPLY RISERS AND P-TRAP. 4) PROVIDE SINK WITH 5-1/2" DEPTH. 5) PROVIDE WITH AMERICAN STANDARD MODEL 4101.350 KITCHEN FAUCET WITH PULL-OUT SPRAY. RECEIVED CITY OF TUKWILA MAY 19 2015 SEPARA7�E PERMIT CENTER PERMITAND APPROVAL REQUIRED D I o N CR O I- cn N ib C7 M VQ CO L[] (.j O CD a m a N O N d CN N O O N f•CD Cp o 0 � .� u o cc U c � U � d o 000 N N .y N N N N c y T � j LC cn a CU m iu Cn > � z v� O r- o W ti LO F=- z w z w ¢ w U 0 C] fA W 2 cc creating extraordinary spaces www.cr-architects.com 800.469,4949 CONSULTANTS METRIX E N G I N E E R S 1131 SW 7TH ST, SUITE 110 RENTON, WA 98057 425-336-2822 www.metrixeng.com ISSUE/REVISION 03/06/2015 PERMIT ISSUE 04/10/2015 BID ISSUE A, 05/18/2016 PERMIT RESUBMITTAL PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 215001 ISSUE DATE MAR 6.2015 SHEET TITLE MECHANICAL SCHEDULES SHEET NO. Architects, Inc. a 2 U Z a� ~UW Z 0 F_ F_ ~U Z � oa J N z W LLJ FU W LL 00 ZF W Z UU 0� 09 W J F-X �W F� Z 7 0 Z� UW t= a = W 0� as J Q W :~ W= U� LL LL 0� U W � CL 0a a8 Lu LL >U W a UCO W Z= Z oW EL0 0 LL = N W0 Ld U3o �� Z= W = C 20 LL U W p 00 a W co v 0 2 W J �m a d. Design Spectral Response Acceleration at 1.0-Second Period. 2. Include design calculations and details for selecting vibration isolators, seismic restraints, and vibration isolation bases complying with performance requirements, design criteria, and analysis data signed and sealed by the qualified B. professional engineer responsible for their preparation. 3. Design Calculations: Calculate static and dynamic loading due to equipment weight, operation, and seismic forces required to select vibration isolators and seismic restraints and for designing vibration isolation bases. a. Coordinate design calculations with wind load calculations required for equipment mounted outdoors. Comply with requirements in other Sections for equipment mounted outdoors. 4. Riser Supports: Include riser diagrams and calculations showing anticipated expansion and contraction at each support point, initial and final loads on building structure, spring deflection changes, and seismic loads. Include certification that riser system was examined for excessive stress and that none exists. C. 5. Seismic -Restraint Details: a. Design Analysis: To support selection and arrangement of seismic restraints. Include calculations of combined tensile and shear loads. b. Details: Indicate fabrication and arrangement. Detail attachments of restraints to the restrained items and to the structure. Show attachment locations, methods, and spacings. Identify components, list their strengths, and indicate directions and values of forces transmitted to the structure during seismic events. Indicate association with vibration isolation devices. c. Preapproval and Evaluation Documentation: By an agency acceptable to authorities having jurisdiction, showing maximum ratings of restraint items and the basis for approval (tests or calculations). D 2.1 MANUFACTURERS. A. Subject to compliance with requirements, provide products by one of the following: 1. Mason. 3.1 2. Approved. 2.2 PRODUCTS. A A. Spring hangers. B. Restraint channel bracings. B. C. Restraint cables. D. Seismic -restraint accessories. C. E. Mechanical anchor, bolts. 3.1 VIBRATION CONTROL AND SEISMIC -RESTRAINT DEVICE INSTALLATION D. A. Piping Restraints: E. 1. Comply with requirements in MSS SP-127. F B. Install cables so they do not bend across edges of adjacent equipment or building structure. G C. Install seismic -restraint devices using methods approved by an agency acceptable to authorities having jurisdiction that H provides required submittals for component. 3.2 FIELD QUALITY CONTROL I A. Perform tests and inspections when required by authority having jurisdiction. J. SECTION 230593 - TESTING, ADJUSTING, AND BALANCING FOR HVAC 1.1 QUALITY ASSURANCE A. TAB Contractor Qualifications: Engage a TAB entity certified by AABC or NEBB. B. TAB Conference: Meet with Architect/Engineer on approval of the TAB strategies and procedures plan to develop a mutual understandingof the details. Require the participation of the TAB field supervisor and technicians. q p P p Provide seven days' advance notice of scheduled meeting time and location. C. TAB Report Forms: Use standard TAB contractor's forms approved by Architect/Engineer. 3.1 EXAMINATION A. Examine the Contract Documents to become familiar with Project requirements and to discover conditions in systems' designs that may preclude proper TAB of systems and equipment. K. B. Examine the approved submittals for HVAC systems and equipment. C. Examine design data including HVAC system descriptions, statements of design assumptions for environmental L. conditions and systems' output, and statements of philosophies and assumptions about HVAC system and M. equipment controls. D. Examine terminal units, such as variable -air -volume boxes, and verify that they are accessible and their controls N. are connected and functioning. 3.2 3.2 GENERAL PROCEDURES FOR TESTING AND BALANCING A A. Perform testing and balancing procedures on each system according to the procedures contained in AABC's "National Standards for Total System Balance" or NEBB's "Procedural Standards for Testing, Adjusting, and Balancing of Environmental Systems" and in this Section. 3.3 A. ✓ .-r 1 Al. 111. 1_1J 1\1J1 VJl\ 1 A. General: Prepare a certified written report; tabulate and divide the report into separate sections for tested systems and balanced systems. 1. Include a certification sheet at the front of the report's binder, signed and sealed by the certified testing and balancing engineer. 2. Include a list of instruments used for procedures, along with proof of calibration. B. General Report Data: In addition to form titles and entries, include the following data: 1. Title page. 2. Name and address of the TAB contractor. 3. Project name. 4. Project location. 5. Architect's name and address. 6. Engineer's name and address. 7. Contractor's name and address. 8. Report date. 9. Signature of TAB supervisor who certifies the report. 10. Table of Contents with the total number of pages defined for each section of the report. Number each page in the report. 11. Summary of contents including the following: a. Indicated versus final performance. b. Notable characteristics of systems. c. Description of system operation sequence if it varies from the Contract Documents. 12. Nomenclature sheets for each item of equipment. 13. Data for terminal units, including manufacturer's name, type, size, and fittings. 14. Notes to explain why certain final data in the body of reports vary from indicated values. 3.5 INSPECTIONS A. Final Inspection: 1. After initial inspection is complete and documentation by random checks verifies that testing and balancing are complete and accurately documented in the final report, request that a final inspection be made by Architect/Engineer. B. TAB Work will be considered defective if it does not pass final inspections. If TAB Work fails, proceed as follows: 1. Recheck all measurements and make adjustments. Revise the final report and balancing device settings to include all changes; resubmit the final report and request a second final inspection. 2. If the second final inspection also fails, Owner may contract the services of another TAB contractor to complete TAB Work according to the Contract Documents and deduct the cost of the services from the original TAB contractor's final payment. SECTION 230700 - HVAC INSULATION 1.1 SCHEDULING A. Schedule insulation application after pressure testing systems. Insulation application may begin on segments that have satisfactory test results. 2.1 INSULATION MATERIALS A. Fiberglass, Preformed Pipe Insulation: 1. Products: Subject to compliance with requirements, provide one of the following: a. Johns Manville, Model Micro-Lok. b. Knauf Insulation. c. Manson Insulation Inc. d. Owens Corning. e. Approved. 2. Type I, 850 F Materials: Mineral or glass fibers bonded with a thermosetting resin. Comply with ASTM C 547, Type I, Grade A, with factory -applied ASJ-SSL. Factory -applied jacket requirements are specified in "Factory -Applied Jackets" Article. 3. K-value not greater than 0.23 at 75°F mean temperature. Flexible Elastomeric Insulation: Closed -cell, sponge- or expanded -rubber materials. Comply with ASTM C 534, Type H for sheet materials. 1. Products: Subject to compliance with requirements, provide one of the following: a. Aeroflex USA, Inc.; Aerocel. b. Armacell LLC; AP Armaflex. c. K-Flex USA; Insul-Sheet, K-Flex Gray Duct Liner, and K-FLEX LS. d. Approved. Fiberglass Blanket Insulation: Mineral or glass fibers bonded with a thermosetting resin. Comply with ASTM C 553, Type II and ASTM C 1290, Type III with factory -applied FSK jacket. Factory -applied jacket requirements are specified in "Factory -Applied Jackets" Article. 1. Products: Subject to compliance with requirements, provide one of the following a. CertainTeed, Model SoftTouch Duct Wrap. b. Johns Manville. c. Knauf Insulation. d. Owens Corning. e. Approved Insulation and coverings shall have minimum ASTM flame spread rating of 25 or less and an ASTM smoke developed rating of 50 or less. GENERAL INSTALLATION REQUIREMENTS Install insulation materials, accessories, and finishes with smooth, straight, and even surfaces; free of voids throughout the length of piping including fittings, valves, and specialties and length of ducts and fittings. Install insulation materials, forms, vapor barriers or retarders, jackets, and thicknesses required for each item of pipe and duct systems, and item of equipment as specified in insulation system schedules. Install accessories compatible with insulation materials and suitable for the service. Install accessories that do not corrode, soften, or otherwise attack insulation or jacket in either wet or dry state. Install insulation with longitudinal seams at top and bottom of horizontal runs. Install multiple layers of insulation with longitudinal and end seams staggered. Do not weld brackets, clips, or other attachment devices to piping, fittings, and specialties. Keep insulation materials dry during application and finishing. Install insulation with tight longitudinal seams and end joints. Bond seams and joints with adhesive recommended by insulation material manufacturer. Install insulation with least number of joints practical. Where vapor barrier is indicated, seal joints, seams, and penetrations in insulation at hangers, supports, anchors, and other projections with vapor -barrier mastic. 1. Install insulation continuously through hangers and around anchor attachments. 2. For insulation application where vapor barriers are indicated, extend insulation on anchor legs from point of attachment to supported item to point of attachment to structure. Taper and seal ends at attachment to structure with vapor -barrier mastic. 3. Install insert materials and install insulation to tightly join the insert. Seal insulation to insulation inserts with adhesive or sealing compound recommended by insulation material manufacturer. 4. Cover inserts with jacket material matching adjacent pipe insulation. Install shields over jacket, arranged to protect jacket from tear or puncture by hanger, support, and shield. Apply adhesives, mastics, and sealants at manufacturer's recommended coverage rate and wet and dry film thicknesses. Cut insulation in a manner to avoid compressing insulation more than 75 percent of its nominal thickness. Finish installation with systems at operating conditions. Repair joint separations and cracking due to thermal movement. Repair damaged insulation facings by applying same facing material over damaged areas. Extend patches at least 4 inches beyond damaged areas. Adhere, staple, and seal patches similar to butt joints. INDOOR PIPING INSULATION SCHEDULE Condensate: 1. Insulation shall be the following: a. Fiberglass: 1 inch thick. INDOOR DUCT AND PLENUM INSULATION SCHEDULE Concealed, round and flat -oval, and rectangular duct insulation shall be the following: 1. Fiberglass Blanket: 1 inch thick and 1.5 to 3.0-1b/cu. ft. nominal density. Total thermal resistance of at least R-3.3. SECTION 230900 - INSTRUMENTATION AND CONTROL FOR HVAC 1.1 COORDINATION A. Coordinate location of new and relocated existing thermostats and other exposed control sensors with plans and room details before installation. 2.1 CONTROL SYSTEM A. Manufacturers: The building owner requires integration with the existing "BAS" control system. 1. Provide system compatible with existing building system. No substitutions. B. Control system shall consist ,of sensors, indicators, actuators, final control elements, interface equipment, other apparatus, and accessories to control mechanical systems per building standards. C. Sequence of Operations: 1. VAV: Sequence shall match existing VAV boxes and control dampers. D. Graphics: 1. Provide graphics to match existing building standards. 2.2 CONTROLS EQUIPMENT (CONTROLLERS, THERMOSTATS, ACTUATORS, ETC) A. Match existing building standard and communication protocol requirements. 2.3 CONTROL WIRING 1. Match existing building standard. B. Control Wiring: 1. Sized for load, current, and voltage. 2. Approved or listed for the intended application by agencies such as UL, NEC, and CSA. 3. Copper. 4. As required by specified function and by equipment manufacturer. 5. Insulation rated for highest voltage circuit in conduit. 6. UL listed and labeled for plenum use. SECTION 233113 - METAL DUCTS 1.1 PERFORMANCE REQUIREMENTS A. Delegated Duct Design: Duct construction, including sheet metal thicknesses, seam and joint construction, reinforcements, and hangers and supports, shall comply with SMACNA's "HVAC Duct Construction Standards - Metal and Flexible" and performance requirements and design criteria indicated in "Duct Schedule" Article. B. Structural Performance: Duct hangers and supports and seismic restraints shall withstand the effects of gravity and seismic loads and stresses within limits and under conditions described in SMACNA's "HVAC Duct Construction Standards - Metal and Flexible" and ASCE/SEI 7. 2.1 SINGLE -WALL RECTANGULAR DUCTS AND FITTINGS A. General Fabrication Requirements: Comply with SMACNA's "HVAC Duct Construction Standards - Metal and Flexible" based on indicated static -pressure class unless otherwise indicated. B. Transverse Joints: Select joint types and fabricate according to SMACNA's "HVAC Duct Construction Standards - Metal and Flexible," Figure 2-1, "Rectangular Duct/Transverse Joints," for static -pressure class, applicable sealing requirements, materials involved, duct -support intervals, and other provisions in SMACNA's "HVAC Duct Construction Standards - Metal and Flexible." C. Longitudinal Seams: Select seam types and fabricate according to SMACNA's "HVAC Duct Construction Standards - Metal and Flexible," Figure 2-2, "Rectangular Duct/Longitudinal Seams," for static -pressure class, applicable sealing requirements, materials involved, duct -support intervals, and other provisions in SMACNA's "HVAC Duct Construction Standards - Metal and Flexible." D. Elbows, Transitions, Offsets, Branch Connections, and Other Duct Construction: Select types and fabricate according to SMACNA's "HVAC Duct Construction Standards - Metal and Flexible," Chapter 4, "Fittings and Other Construction, for static -pressure class, applicable sealing requirements, materials involved, duct -support intervals, and other provisions in SMACNA's "HVAC Duct Construction Standards - Metal and Flexible." 2.2 SINGLE -WALL ROUND DUCTS AND FITTINGS A. General Fabrication Requirements: Comply with SMACNA's "HVAC Duct Construction Standards - Metal and Flexible," Chapter 3, "Round, Oval, and Flexible Duct," based on indicated static -pressure class unless otherwise indicated. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. Lindab Inc. b. McGill AirFlow LLC. c. SEMCO Incorporated. d. Sheet Metal Connectors, Inc. e. Spiral Manufacturing Co., Inc. f. Approved. B. Transverse Joints: Select joint types and fabricate according to SMACNA's "HVAC Duct Construction Standards - Metal and Flexible," Figure 3-1, "Round Duct Transverse Joints," for static -pressure class, applicable sealing requirements, materials involved, duct -support intervals, and other provisions in SMACNA's "HVAC Duct Construction Standards - Metal and Flexible." C. Longitudinal Seams: Select seam types and fabricate according to. SMACNA's "HVAC Duct Construction Standards - Metal and Flexible," Figure 3-2, "Round Duct Longitudinal Seams," for static -pressure class, applicable sealing requirements, materials involved, duct -support intervals, and other provisions in SMACNA's "HVAC Duct Construction Standards - Metal and Flexible." D. Tees and Laterals: Select types and fabricate according to SMACNA's "HVAC Duct Construction Standards - Metal and Flexible," Figure 3-5, "90 Degree Tees and Laterals," and Figure 3-6, "Conical Tees," for static -pressure class, applicable sealing requirements, materials involved, duct -support intervals, and other provisions in SMACNA's "HVAC Duct Construction Standards - Metal and Flexible." 2.3 SEALANT AND GASKETS A. General Sealant and Gasket Requirements: Surface -burning characteristics for sealants and gaskets shall be a maximum flame -spread index of 25 and a maximum smoke -developed index of 50 when tested according to UL 723; certified by an NRTL. B. Water -Based Joint and Seam Sealant: 1. Application Method: Brush on. 2. Solids Content: Minimum 65 percent. 3. Shore A Hardness: Minimum 20. 4. Water resistant. 5. Mold and mildew resistant. 6. VOC: Maximum 75 g/L (less water). 7. Maximum Static -Pressure Class: 10-inch wg, positive and negative. 8. Service: Indoor or outdoor. 9. Substrate: Compatible with galvanized sheet steel (both PVC coated and bare), stainless steel, or aluminum sheets. C. Flanged Joint Sealant: Comply with ASTM C 920. 1. General: Single -component, acid -curing, silicone, elastomeric. 2. Type: S. 3. Grade: NS. 4. Class: 25. 5. Use: O. D. Flange Gaskets: Butyl rubber, neoprene, or EPDM polymer with polyisobutylene plasticizer. E. Round Duct Joint O-Ring Seals: 1. Seal shall provide maximum leakage class of 3 cfm/100 sq. ft. at 1-inch wg and shall be rated for 10-inch wg static -pressure class, positive or negative. 2. EPDM O-ring to seal in concave bead in coupling or fitting spigot. 3. Double -lipped, EPDM O-ring seal, mechanically fastened to factory -fabricated couplings and fitting spigots. 2.4 HANGERS AND SUPPORTS A. Hanger Rods for Noncorrosive Environments: Cadmium -plated steel rods and nuts. B. Strap and Rod Sizes: Comply with SMACNA's "HVAC Duct Construction Standards - Metal and Flexible," Table 5-1, "Rectangular Duct Hangers Minimum Size," and Table 5-2, "Minimum Hanger Sizes for Round Duct." C. Steel Cables for Galvanized -Steel Ducts: Galvanized steel complying with ASTM A 603. D. Steel Cable End Connections: Cadmium -plated steel assemblies with brackets, swivel, and bolts designed for duct hanger service; with an automatic -locking and clamping device. E. Duct Attachments: Sheet metal screws, blind rivets, or self -tapping metal screws; compatible with duct materials. F. Trapeze and Riser Supports: 1. Supports for Galvanized -Steel Ducts: Galvanized -steel shapes and plates. 2. Supports for Stainless -Steel Ducts: Stainless -steel shapes and plates. 3. Supports for Aluminum Ducts: Aluminum or galvanized steel coated with zinc chromate. 3.1 DUCT INSTALLATION A. Drawing plans, schematics, and diagrams indicate general location and arrangement of duct system. Indicated duct locations, configurations, and arrangements were used to size ducts and calculate friction loss for air -handling equipment sizing and for other design considerations. Install duct systems as indicated unless deviations to layout are approved on Shop Drawings and Coordination Drawings. B. Install ducts according to SMACNA's "HVAC Duct Construction Standards - Metal and Flexible" unless otherwise indicated. C. Install round ducts in maximum practical lengths. D. Install ducts with fewest possible joints. E. Install factory- or shop -fabricated fittings for changes in direction, size, and shape and for branch connections. F. Unless otherwise indicated, install ducts vertically and horizontally, and parallel and perpendicular to building lines. G. Install ducts close to walls, overhead construction, columns, and other structural and permanent enclosure elements of building. H. Install ducts with a clearance of 1 inch, plus allowance for insulation thickness. I. Route ducts to avoid passing through transformer vaults and electrical equipment rooms and enclosures. J. Where ducts pass through non -fire -rated interior partitions and exterior walls and are exposed to view, cover the opening between the partition and duct or duct insulation with sheet metal flanges of same metal thickness as the duct. Overlap openings on four sides by at least 1-1/2 inches. K. Protect duct interiors from moisture, construction debris and dust, and other foreign materials. 3.2 DUCT SEALING A. Seal ducts to the following seal classes according to SMACNA's "HVAC Duct Construction Standards - Metal and Flexible": 1. Ducts in Pressure Classes 2-Inch wg and Lower: Seal Class B. 2. Ducts in Pressure Classes Higher Than 2-Inch wg: Seal Class A. 3.3 HANGER AND SUPPORT INSTALLATION A. Comply with SMACNA's "HVAC Duct Construction Standards - Metal and Flexible," Chapter 5, "Hangers and Supports." B. Building. Attachments: Concrete inserts, powder -actuated fasteners, or structural -steel fasteners appropriate for construction materials to which hangers are being attached. 1. Install powder -actuated concrete fasteners after concrete is placed and completely cured. 2. Use powder -actuated concrete fasteners for standard -weight aggregate concretes or for slabs more than 4 inches thick. 3. Do not use powder -actuated concrete fasteners for lightweight -aggregate concretes or for slabs less than 4 inches thick. 4. Do not use powder -actuated concrete fasteners for seismic restraints. C. Hanger Spacing: Comply with SMACNA's "HVAC Duct Construction Standards - Metal and Flexible," Table 5-1, "Rectangular Duct Hangers Minimum Size," and Table 5-2, "Minimum Hanger Sizes for Round Duct," for maximum hanger spacing; install hangers and supports within 24 inches of each elbow and within 48 inches of each branch intersection. D. Hangers Exposed to View: Threaded rod and angle or channel supports. E. Support vertical ducts with steel angles or channel secured to the sides of the duct with welds, bolts, sheet metal screws, or blind rivets; support at each floor and at a maximum intervals of 16 feet. F. Install upper attachments to structures. Select and size upper attachments with pull-out, tension, and shear capacities appropriate for supported loads and building materials where used. 3.4 CONNECTIONS A. Make connections to equipment with flexible connectors complying with Section 233300 "Air Duct Accessories." B. Comply with SMACNA's "HVAC Duct Construction Standards - Metal and Flexible" for branch, outlet and inlet, and terminal unit connections. 3.5 DUCT SCHEDULE A. Supply Ducts: 1. Ducts Connected downstream of Terminal Units and Heat Pump (HP): a. Pressure Class: Positive 2-inch wg. 2. Ducts Connected to Variable -Air -Volume Air -Handling Units (upstream of Terminal Units): a. Pressure Class: Positive 4-inch wg. SECTION 233300 - AIR DUCT ACCESSORIES 2.1 MANUAL VOLUME DAMPERS A. General: Fabricate in accordance with SMACNA, same material as for duct construction. B. Standard, Steel, Manual Volume Dampers: 1. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. Ruskin, Model MD and MDR b. American Warming and Ventilating. c. Greenheck. d. Nailor. e. Approved. 2. Standard leakage rating, with linkage outside airstream. 3. Suitable for horizontal or vertical applications. 4. Maximum Temperature: 250°F. 5. Maximum Air Velocity: 1500 fpm. 6. Maximum System Pressure: 2 inch wg. 7. Frames: a. Frame: 20 gage channel frame, galvanized sheet steel. b. Mitered and welded corners. c. Flangeless frames for installing in ducts. 8. Blades: a. Multiple or single blade. b. Parallel- or opposed -blade design. c. Stiffen damper blades for stability. d. Galvanized -steel, 20 gage. 9. Blade Axles: Galvanized steel. 10. Bearings: a. Molded synthetic. b. Dampers in ducts with pressure classes of 3-inch wg or less shall have axles full length of damper blades and bearings at both ends of operating shaft. 11. Tie Bars and Brackets: Galvanized steel. C. Damper Hardware: 1. Zinc -plated, die-cast core with dial and handle made of 3/32-inch- thick zinc -plated steel, and a 3/4-inch hexagon locking nut. 2. Include center hole to suit damper operating -rod size. 3. Include elevated platform for insulated duct mounting. 2.2 FLANGE CONNECTORS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Ductmate. 2. Approved. B. Description: Roll -formed, factory -fabricated, slide -on transverse flange connectors, gaskets, and components. C. Material: Galvanized steel. D. Gage and Shape: Match connecting ductwork. 2.3 TURNING VANES A. General Requirements: Comply with SMACNA's "HVAC Duct Construction Standards - Metal and Flexible"; Figures 4-3, "Vanes and Vane Runners," and 4-4, "Vane Support in Elbows." Same material as adjacent duct. B. Vane Construction: Double wall. 2.4 DUCT -MOUNTED ACCESS DOORS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Ductmate. 2. Greenheck. 3. McGill AirFlow. 4. Nailor. 5. Approved. B. Duct -Mounted Access Doors: Fabricate access panels according to SMACNA's "HVAC Duct Construction Standards - Metal and Flexible"; Figures 7-2, "Duct Access Doors and Panels," and 7-3, "Access Doors - Round Duct." 1. Door: a. Double wall, rectangular. b. Galvanized sheet metal with insulation fill and thickness as indicated for duct pressure class. c. Vision panel. d. Hinges and Latches: 1-by-l-inch butt or piano hinge and cam latches. e. Fabricate doors airtight and suitable for duct pressure class. 2. Frame: Galvanized sheet steel, with bend -over tabs and foam gaskets. 2.5 FLEXIBLE DUCTS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Thermaflex, Model M-KE 2. Flexmaster. 3. Approved. B. Insulated, Flexible Duct: UL 181, Class 1, max flame spread rating 25, max smoke -development rating 50, CPE duct liner film supported by helically wound, spring -steel wire; fibrous -glass insulation; metallized vapor -barrier film. 1. Pressure Rating: 4-inch wg positive and 1-inch wg negative. 2. Maximum Air Velocity: 5000 fpm. 3. Temperature Range: Minus 20 to plus 250 deg F. 4. Insulation R-Value: 4.2. C. Flexible Duct Connectors: 1. Clamps: Stainless -steel band with cadmium -plated hex screw to tighten band with a worm -gear action in sizes 3 through 18 inches, to suit duct size. 3.1 INSTALLATION A. Install duct accessories according to applicable details in SMACNA's "HVAC Duct Construction Standards - Metal and Flexible" for metal ducts and in NAIMA AH 116, "Fibrous Glass Duct Construction Standards," for fibrous -glass ducts. B. Install volume dampers at points on supply, return, and exhaust systems where branches extend from larger ducts. Where dampers are installed in ducts having duct liner, install dampers with hat channels of same depth as liner, and terminate liner with nosing at hat channel 1. Install steel volume dampers in steel ducts. 2. Install aluminum volume dampers in` aluminum ducts - - - - [Install aluminum P ] 3. Volume dampers may not be shown on the drawings. Install volume damper in duct to each supply, return, and exhaust diffuser, register or grille. 4. Install volume damper in accessible locations as far from diffuser, register or grill as possible. 5. Install V2 inch wide orange colored surveyors tape on quadrant of volume dampers located above ceilings. C. Set dampers to fully open position before testing, adjusting, and balancing. D. Install duct access doors on sides of ducts to allow for inspecting, adjusting, and maintaining accessories and - equipment at the following locations: 1. Downstream from manual volume dampers and equipment. E. Install flexible connectors to connect ducts to equipment. F. Connect terminal units to supply ducts with maximum 12-inch lengths of flexible duct. Do not use flexible ducts to change directions. G. Connect diffusers to ducts with maximum 60-inch lengths of flexible duct clamped or strapped in place. H. Connect flexible ducts to metal ducts with draw bands. SECTION 233713 - DIFFUSERS, REGISTERS, AND GRILLES 2.1 DIFFUSERS, REGISTERS AND GRILLES A. Diffusers, Registers, and Grilles: 1. Basis -of -Design Product: Refer to schedule on mechanical drawings. New diffusers, registers and grilles shall match existing condition and building standard requirments. 4. Mounting: Furnish with border type compatible with adjacent ceiling, wall or floor type. Refer to architectural drawings and specifications for ceiling, wall or floor systems. 3.1 EXAMINATION A. Examine areas where diffusers, registers, and grilles are to be installed for compliance with requirements for installation tolerances and other conditions affecting performance of equipment. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION A. Install diffusers, registers, and grilles level and plumb. B. Ceiling -Mounted Outlets' and Inlets: Drawings indicate general arrangement of ducts, fittings, and accessories. Air outlet and inlet locations have been indicated to achieve design requirements for air volume, noise criteria, airflow pattern, throw, and pressure drop. Make final locations where indicated, as much as practical. For units installed in lay -in ceiling panels, locate units in the center of panel. Where architectural features or other items conflict with installation, notify Architect for a determination of final location. C. Install diffusers, registers, and grilles with airtight connections to ducts and to allow service and maintenance of dampers, air extractors, and fire dampers. 3.3 ADJUSTING A. After installation, adjust diffusers, registers, and grilles to air patterns indicated, or as directed, before starting air balancing. RECEIVED CITY OF TUKWILA MAY 19 2015 SEPARATE PERMIT CENTER PEHMITgND APPROVAI. REQUIRED 4 1�iy-ODIP� CD LO o co N a0 co LO O ti C6 N C_D M M o Q, d N a No c v L o 1 N ti Op o ° F ICU 0 ca U C a3 U U5 U) 0 0 o ao NC-Vl N a, W y A � j c'n as c a `° - a z LO CDCD CO z C F U Z w ¢ w 0 0 O v� creating extraordinary spaces www.cr-architects.com 800.469.4949 CONSULTANTS - METRIX E N G I N E E R S 1131 SW 7TH ST, SUITE 110 RENTON, WA 98057 425-336-2822 www.metrixeng.com ISSUE/REVISION 03/06/2015 PERMIT ISSUE 04/10/2015 BID ISSUE Al 05/18/2015 PERMIT RESUBMITTAL PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 215001 ISSUE DATE MAR 6. 2015 SHEET TITLE MECHANICAL SPECIFICATIONS SHEET NO. M004 © 2015 Cole+Russell Architects, Inc. 2U En Z Z FC Q ~U Z W O U= F= U za 0 H J J X m 0 Z Z + W W J =0 F- U LL 00 z�- F- z zW Wm z UU O F- 00 W J FLL m u� W W F- LU F- ZM .0 Lua = W �IL Q n. N J 3 W I_ IrU W 2 0 UO LL LL OF U w0 eW wLL o. 0 Lu LL > W mLL J CO) XUW WF- oZ za F-F I U Lu �_ OW LL it 0 C W O 0 M:o R �C z= W d' ca 20 LL U W p oa W rn U 0 2 W J F m a n 1 1 S CEILING FIRE SPRINKLER HEAD LOCATIONS: 1. WHERE SPRINKLER HEADS ARE LOCATED IN REMOVABLE GRID CEILING, THE HEADS SHALL BE LOCATED ON THE CENTERLINE AXIS OF EITHER THE LONG OR SHORT SIDE DIMENSION (SEE DIAGRAM ABOVE), WITH THE HEAD LOCATED AT QUARTER POINTS OR THE MIDPOINT. WHERE MULTIPLE HEADS ARE REQUIRED WITHIN A ROOM THEY SHALL BE LINED UP. IN ROOMS WITH HARD CEILINGS, THE HEADS SHALL ALSO BE LINED UP, NOT IN RANDOM PATTERN. DUCTWORK AIR TERMINALS AND LIGHTING LOCATIONS TAKE FIRST PRIORITY OVER FIRE SPRINKLER. 2. COORDINATION FOR FIRE SPRINKLER SYSTEM SHALL BE FIRE SPRINKLER CONTRACTOR'S RESPONSIBILITY. HEADS MUST BE LOCATED IN SUCH A MANNER THAT HEAT FROM A DIFFUSER WILL NOT SET OFF FIRE SYSTEM. GENERAL NOTES: 1. FIRE SPRINKLER SYSTEM IS BIDDER DESIGN. CONTRACTOR IS LINES, PRESSURE GAUGES, HANGERS AND SUPPORTS, SIGNS, AND RESPONSIBLE FOR VERIFICATION OF EXISTING CONDITIONS OTHER STANDARD APPURTENANCES. WIRING SHALL BE PROVIDED PRIOR TO BID. UNDER THE ELECTRICAL DIVISION. 2. PROJECT RECORD DRAWINGS AND HYDRAULIC CALCULATIONS 6. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF FIRE MAY NOT BE AVAILABLE. CONTRACTOR SHALL COMPLETE SITE EXTINGUISHER CABINETS, FIRE HOSE CABINETS, AND SIAMESE AS-BUILTS AND PROVIDE ENGINEERED SYSTEM DESIGN AS CONNECTIONS. REQUIRED BY FIRE MARSHAL. 7. SHUTOFF VALVES IN SPRINKLER, STANDPIPE, AND COMBINED SYSTEMS SHALL BE APPROVED INDICATING TYPE. 3. COORDINATE HEAD LOCATIONS AND PIPING WITH OTHER TRADES TO ENSURE HEAD DROP DOES NOT BLOCK ACCESSIBLE 8• COORDINATE SPRINKLER HEAD LOCATIONS WITH THE CEILING TILE ACCESS TO EQUIPMENT IN PLENUM. ARCHITECTURAL REFLECTED CEILING PLANS, LIGHTING, AND OTHER CEILING SYSTEM COMPONENTS. REFER TO DETAIL FOR LOCATION IN 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM DESIGN CEILING TILE REQUIREMENTS AT QUARTER POINTS. AND INSTALLATION REQUIREMENTS WITH AHJ PRIOR TO BID. 9. REFER TO DIVISION 21 SPECIFICATIONS FOR ADDITIONAL FOR MODIFIED AREAS OF BUILDING, CONTRACTOR IS REQUIREMENTS. RESPONSIBLE FOR INSTALLATION OF FULLY COMPLIANT SYSTEM MEETING THE REQUIREMENTS OF AHJ, NFPA 13, AND STATE AND 10. REFER TO ARCHITECTURAL DRAWINGS FOR EXISTING FLOOR PLANS. LOCAL REGULATIONS. CONTRACTOR SHALL PROVIDE NEW 11. COORDINATE ALL SHUTDOWNS WITH LANDLORD. MATERIALS, SHOP DRAWINGS, HYDRAULIC CALCULATIONS OR BRACING AS REQUIRED FOR FIRE MARSHAL APPROVAL. 5. MODIFY EXISTING SPRINKLER SYSTEM THROUGHOUT THE FLOOR, COMPLETE AND READY FOR OPERATION INCLUDING TEST AND DRAIN First Floor Fire Sprinkler Plan - Scale: 1/8'=1'-0' FLAG NOTES: EXISTING CONDITIONS SHALL REMAIN. MODIFY EXISTING HEAD LOCATIONS AND BRANCH DISTRIBUTION FOR NEW FLOOR PLAN AND PARTITION LAYOUTS. PROVIDE NEW SPRINKLER HEADS IN ALL LOCATIONS WITHIN ALL AREAS OF NEW WORK. SPRINKLER HEADS SHALL BE CONCEALED WITH WHITE COVER, VIKING OR EQUAL. _0 • 1 1 D15 RECEIVE® CITY OF TUKWILA MAY 19 2015 SEPARATE PERMIT CENTER PERMIT/ND APPROVAL REQUIRED Q N C� „ Ch N N fr1 � CO M o m a CV I o o � o oco m 0 � a .7 o C' m U co v o o co GO N N N N 7 � CO y Cn a � j N as 3 Cu C!i cc d C C O co d � in Z Cn CD P- O CO CDCO Ln C7 Co .R r-_ U'3 creating extraordinary spaces www.cr-architects.com 800.469.4949 CONSULTANTS METRIX E N G I N E E R S 1131 SW 7TH ST, SUITE 110 RENTON, WA 98057 425-336-2822 www.metrixeng.com ISSUE/REVISION 03/06/2015 PERMIT ISSUE 04/10/2015 BID ISSUE 05/18/2015 2& PERMIT RESUBMITTAL PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 215001 ISSUE DATE MAR 6, 2015 SHEET TITLE FIRST FLOOR FIRE SPRINKLER PLAN SHEET NO. M701 © 2015 Cole+Russell Architects, Inc. a mU co Z z_ - ¢ H Z0 w O U= �= U Z Of Oa Lu � J fN ON Oit LL K Z + W W J =0 F- U LL 00 ZF F- Z zw w m z UU O F 0(.) W J �- X �w ww zs 0 z� Ufr Iw- ¢ =a Uw ¢a J w :3_ of + U J U�U. 0 5 LL - �U LUw a0 wa av ul LL i W ma J U) XUW WH ZaCO ¢ = �? 1_ F- UX n 08 o EL w w 0 ui U)o I-� Z Z T W W 0 D O -c LL U W p Oa w 00 F- 03 U 0 = W J F m d M !C-------------- -------------------------------- CEILING FIRE SPRINKLER HEAD LOCATIONS: 1. WHERE SPRINKLER HEADS ARE LOCATED IN REMOVABLE GRID CEILING, THE HEADS SHALL BE LOCATED ON THE CENTERLINE AXIS OF EITHER THE LONG OR SHORT SIDE DIMENSION (SEE DIAGRAM ABOVE), WITH THE HEAD LOCATED AT QUARTER POINTS OR THE MIDPOINT. WHERE MULTIPLE HEADS ARE REQUIRED WITHIN A ROOM THEY SHALL BE LINED UP. IN ROOMS WITH HARD CEILINGS, THE HEADS SHALL ALSO BE LINED UP, NOT IN RANDOM PATTERN. DUCTWORK AIR TERMINALS AND LIGHTING LOCATIONS TAKE FIRST PRIORITY OVER FIRE SPRINKLER. 2. COORDINATION FOR FIRE SPRINKLER SYSTEM SHALL BE FIRE SPRINKLER CONTRACTOR'S RESPONSIBILITY. HEADS MUST BE LOCATED IN SUCH A MANNER THAT HEAT FROM A DIFFUSER WILL NOT SET OFF FIRE SYSTEM. FIRE SPRINKLER HEAD LOCATION DETAIL SCALE:1/8" =1'-0" GENERAL NOTES: 1. FIRE SPRINKLER SYSTEM IS BIDDER DESIGN. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF EXISTING CONDITIONS PRIOR TO BID. 2. PROJECT RECORD DRAWINGS AND HYDRAULIC CALCULATIONS MAY NOT BE AVAILABLE. CONTRACTOR SHALL COMPLETE SITE AS-BUILTS AND PROVIDE ENGINEERED SYSTEM DESIGN AS REQUIRED BY FIRE MARSHAL. 3. COORDINATE HEAD LOCATIONS AND PIPING WITH OTHER TRADES TO ENSURE HEAD DROP DOES NOT BLOCK ACCESSIBLE CEILING TILE ACCESS TO EQUIPMENT IN PLENUM. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM DESIGN AND INSTALLATION REQUIREMENTS WITH AHJ PRIOR TO BID. FOR MODIFIED AREAS OF BUILDING, CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF FULLY COMPLIANT SYSTEM MEETING THE REQUIREMENTS OF AHJ, NFPA 13, AND STATE AND LOCAL REGULATIONS. CONTRACTOR SHALL PROVIDE NEW MATERIALS, SHOP DRAWINGS, HYDRAULIC CALCULATIONS OR BRACING AS REQUIRED FOR FIRE MARSHAL APPROVAL. 5. MODIFY EXISTING SPRINKLER SYSTEM THROUGHOUT THE FLOOR, COMPLETE AND READY FOR OPERATION INCLUDING TEST AND DRAIN LINES, PRESSURE GAUGES, HANGERS AND SUPPORTS, SIGNS, AND OTHER STANDARD APPURTENANCES. WIRING SHALL BE PROVIDED UNDER THE ELECTRICAL DIVISION. 6. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF FIRE EXTINGUISHER CABINETS, FIRE HOSE CABINETS, AND SIAMESE CONNECTIONS. 7. SHUTOFF VALVES IN SPRINKLER, STANDPIPE, AND COMBINED SYSTEMS SHALL BE APPROVED INDICATING TYPE. 8. COORDINATE SPRINKLER HEAD LOCATIONS WITH THE ARCHITECTURAL REFLECTED CEILING PLANS, LIGHTING, AND OTHER CEILING SYSTEM COMPONENTS. REFER TO DETAIL FOR LOCATION IN CEILING TILE REQUIREMENTS AT QUARTER POINTS. 9. REFER TO DIVISION 21 SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 10. REFER TO ARCHITECTURAL DRAWINGS FOR EXISTING FLOOR PLANS. 11. COORDINATE ALL SHUTDOWNS WITH LANDLORD. FLAG NOTES: t21 EXISTING CONDITIONS SHALL REMAIN. MODIFY EXISTING HEAD LOCATIONS AND BRANCH DISTRIBUTION FOR NEW FLOOR PLAN AND PARTITION LAYOUTS. PROVIDE NEW SPRINKLER HEADS IN ALL LOCATIONS WITHIN ALL AREAS OF NEW WORK. SPRINKLER HEADS SHALL BE CONCEALED WITH WHITE COVER, VIKING OR EQUAL. E i f�f i i Second Floor Fire Sprinkler Plan - Scale: 1 /8 —1'-0• • 1 1 DI RECEIVED CITY OF TUKWILA MAY 19 2015 PERMIT CENTER z � F U 0 Vj i 0 V cc creating extraordinary spaces www.cr-architects.com 800.469.4949 CONSULTANTS METRIX E N G I N E E R S 1131 SW 7TH ST, SUITE 110 RENTON, WA 98057 425-336-2822 www.metrixeng.com ISSUE/REVISION 03/06/2015 PERMIT ISSUE 04/10/2015 BID ISSUE 05/18/2015 PERMIT RESUBMITTAL PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 215001 ISSUE DATE MAR 6, 2015 SHEET TITLE SECOND FLOOR FIRE SPRINKLER PLAN SHEET NO. M702 © 2015 Cole+Russell Architects, Inc. 2U to Z Z- ¢W ��- Z U O W U 2 = U Z Df oa F J W 2 to Ir to oW LL + -W W J 20 H U (K LL 00 Z �- �- Z Z W W Co 2 z 0 O UU O I- OU W � �- X W W W W �� WI- ZZ) 0 z H Fo � Q = n. UW WW Qa W W D_ I U W MJ � OW 0 LL 0 ­ H U W W LL0 0(L Wa av W LL >U FnW Ja J to W I- 2 a Q= o UQ ~ to �W 0 F u) 0_a tl LL. N W 0 L6 F- 0 - (n W 2 Z T W W :22 20 D 0 LL U W b 00 H 0 U U o �0 S W J 1- m [1 LIG',HTING CONTROL SCKEDULE I- z v " Q to r© Y 0 W . Q V C? NUMBER ROOM NAME; J :� t- � � 6. NOTES 100 SANKINC� X -t X FOUR ZONE CO TROLLER WITH ASTRO TIMECLOCK AND TWo WIRE AND O-10V DIMMING CONITI�OLLER 1 t11 OFFICE11 1. X.. X X . RIVI CONTROLLER _.._ _ _ ' 102 CONFERENCE X X : RM CONTROLLER I 100 ;OFFICE X X : X RM CONTROLLER' 10 CONFERENCE X 105 : WORKROOM .X 1 i 6 _ KITCHEN X 110 OFFICE X X X RM CONTROLLER . 125 ,BREAK'RM X X X FIVE ZONE CONTROLLER WITH TWO WIRE ANDO-1OV DIMMING CONTROL . 12i6 'L�OU N G E X X: X RM CONTROLLER 130 SERVER Rlut x 200 CONFERENCE x' X X FOUR ZONE CONTROLLER WITH TWO VWRE AND 0 0V DIMMING CONTROL 240 `OPEN OFFICE X' X iX DISTRIBUTED MULTI ZONE. CONTROLLERS 3LLERS NETWORKED TOGEATHER 241 CONFERENCE 1A 242 CONFERENCE x' .X X RM CONTROLLER 241 vVCRKROOM 244 MAIL RNri K' X RM CONTROLLER 245 OPEN OFFICE X: X ' X DISTRIBUTED MULTI ZONE CONTROLLERS NET%1ORK „U TOGEATHER 246 10PEN OFFICE X X X DISTRIBUTED MULTI: Z'_3NE CONTROLLERS NETIAtORKEL} TOGEATHER 247 OFFICE I I I I X 290 SERVER RM I I I I X ACCEPTABLE MANUFACTURERS WATT STOPPER, NILIGHT, CRESTRORORAPPROVED E LIAL , .. 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HE WILLIAMS L P ED60 H20835 SERIES PATHWAY 6VLBV2035KM SERIES ..... ,. ..: ...:::. ........ .. ..... , ,, ...... ; ... .::: ........,......... .... PORTFOLIO LD6A20 SERIES ..... F1 D....... .... .:: ...... :: .... .......:: ... .:: ... ._ ....... ..... SIMILAR TO F I EXCEPT WITH O-10V DIMMING DRIVER. ,. _ LED' 28 F1x ........................... _.: .;.. .. ...... ..:ww_ ...... SIMILAR TO F1 E%XCEPT WITH INTEGRAL EMERGENCY BACK UP ....::. ..... ......:. CFTR32 ... ..:. 36 F1 [ X ... .. ;..: :: .... . _ ..... SIMILAR: TO 1=1 EXCEPT wITH 0 14V DIMMING DRIVER AND INTEGRRAL - .... ._. ......... . ._::;:, ,;:.: ---- ....._.. ..: 1 CFTR32. ,:, ..; ... 30 ,;,.......---- ...... .... 1. ..; :,: ,;;, .;..... EMERGENCY E3ACK UP BALLAST. .;;;; ..:---:,. ... ... F2 .. ..... ... ...... ....A... .. - .. ........ ................ I ECOR,4TIVE PENDANTVOTH ROUND SHADE SHADE NOMINALLY . ....A LED ...... ...... 30 .. .. WITH 20" DIAMETER BY 6" HIGH SHADE WITH 6` CORD- .:. :. ....... TECH LIGHTING .­.Z.....-.A...A...-..N�E 70OLSZ-IN38SiLED NO ALTERNATE FAD ... . .....:........ .:::::. .::: SIMILAR TO F2` EXCEPT WITH O 1OV RIMMING BALLAST .: 1 CF18D GU24 18 11- II ..... a ..... ............. F3 ....................... ..... .... .......: .. - ....:: ... ........ ..... ....... MONO POINT DECORATIVE LOW VOLTAGE PENDAN.TWITH BOW REMOTELY ......::..._. .....;....... ... ... 1 8W LED B PIN:: ... ......... 50 ....;;............... .......; ...... _...... .... .. .;,..................................................... ....::::. MOUNTED TRANSFORMER, 2 112.' DIAMETER x 1 O" HIGH ..: ....... :<.; ::::. ;;:. .: CYLINDER._ FIXTURE AND HARDIIfARE TI.3 BE SATIN ICKEL ... :;;;.. ::.. ...::.: TECH LIGHTING 700MPPS=LDS PRSE83O SERIES Nt3 ALTERNATE. F4 .:.. ::.... ,,::. :.::. RECESSEDADJUSTABLE 4" LOW LOLTAGE ACCENT::LIGHT: TOOL LESS :. 1:>50W M'R160 ... t)=40 ii`ERTICAL<AND 355 HORIZONTAL LAMP AD,iUSTMENTS_ INTERNAL .... 1. .......:.. .. ....... .......... ........... -e .."..,.....­..� HOUSING PAINTED BLACK. COORDINATE :LAMP DISTRIBUTION' ;;....... .: ::.:::.... .::;::: .;; ....... .:... .:: ... W H OWN1 ER PROVIDE ART WORK PRIOR TO ROUGH; IN .:::: .:.........:.... .::». .;;;:....... :;;.. ;::... ::: ..... ...., ;;;; :: GOTHAM DLVADMACLS SERIES __. ....,:::: ,::...... ......... .. ......... ....:::::..... :...........:.. ......... ..::.::.......... ...­.� JUNO LV4MR SERIES PRESCOLITE A48MR SERIES .. ....: ...., .:... ............. ..... .- ..... .... .....:-"..'... : --... ... PORTFOLIOH7493T SERIES F5 ...... .__..... MONO POINT DECORATIVE LOW VOLTAGE PENDANT WITH 60W. REMOTELY ., ..;; .. _:: .. ..._. ....... ............_. LED .. ...;:.. ..........._...... 8 . :.:..:: ..: .. ..: ..... .:. ­11. MOUNTED TR/NSF{3RIVIER. 2.6" DIAMETER x 1i11" HIGH CYLINDER .. ;... ........ :...... ........ .,. ..:,. _. .... .... ::.: ..:. ..... .. .._.... ... .. ::; :.. .... GLIOSS .BLACK FINISH V.#TH! 6' SILVER OORD 11 TEOH LIGHTING 70Q,MPRVLBS-LEDS830 SERIES NO ALTERNATE F6 DECORATIVE PENDANT WITH ROUND SHADE. SHADE NOMINALLY ...........,.. .;.;;;:: ......., 1-CF18D::GU24 ...... .... 18 ..... ... .:. ... ..:. _ .. -__., VtiiITH 20" DIAM;ETER BY 6" HIGH SHADE WITH F, CORD. ..- TECH LIGHTING 700TDMULPWS CF NO ALTERNATE F6D SIMILAR TO F6': EXCEPT WITH DIMMING LAMP. 1-CF18D GU24 its C1 EXCf SIGN WITH INTEGRAL BATTERY PACK GREEN STENCIL FACE ....::::............................ LED ":: .......................... ....:. ........... 5; ....... .. ::u:: .............: .. :i . ...:: ... .:.. ...: .: ....... ....: .. ANDWHITE PO.LYCAIRBONATE. HOUSING_ UNIVERSAL: MOUNTING= . , ... .. ::,. .. _ HARDWARE :; . SURE LITE_APXSERIES. :.. :::: :::... . ...::::........... :.............: .... ......:::. .....: .:... ..::: ....:::....... DUAL LITE LXU SERIES: ... .. . CHLOIRIDE SLU SERIES .. HE WILLIAMS EXITREM SERIES 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Nov 2013 Project Info Project Address SECU Date 2/27/2015 Compliance 5200 SOUTHCENTER BLVD For Building Department Use forms do not require a TUKWILA, WA 98188 password to use. Applicant Name: CASE ENGINEERING Instructional and calculating cells Applicant Address: 19515 NORTH CREEK PKWAY SUITE 302 BOTHELL, WA Applicant Phone: 425-402-9400 are wite- Project Description JONew Building D Addition 0 Alteration Q Plans Included Lighting Compliance Path g g p 10 Lighting Power Density Calculations 0 Total Building Performance (if Total Building Performance then only LGT-CHKis Lighting Power Allowance © Building Area Method I♦ Space -By -Space Method Method Selection required to enable LPA forms Interior Lighting System Description Briefly describe lighting system type and features. Additions and Change of Space Use (C101.4.3 & C101.4.4) 13Addition area or Change of Space Use area complies with all applicable provisions as stand alone project Addition area is combined with existing building lighting systems to demonstrate compliance with all applicable provisions per C101.4.3 Provide Building Area Method (LTG-INT-BLD) or Space -By -Space Method (LTG-INT-SPACE) Compliance Form. Document maximum allowed and proposed (including existing if applicable) lighting wattage of Addition or Change of Use space. Provide applicable lighting controls per C405.2 and commissioning of lighting controls per C405.13. Alterations, Renovations and Repairs (C101.4.3.1) 0 60% or more of luminaires in space replaced Provide Building Area Method (LTG-INT-BLD) or Space -By -Space Method (LTG-INT-SPACE) Compliance Form. Document maximum allowed wattage within the lighting retrofit space in Maximum Allowed Wattage table and proposed (including existing) lighting wattage in Proposed Wattage table. Retrofit and non -retrofit spaces shall be documented separately using multiple forms. 0 Less than 60% of luminaires in space replaced Provide a separate Space -By -Space Method (LTG-INT-SPACE) Compliance Form for this retrofit area. Document existing total wattage within the lighting retrofit space in cell provided in the Maximum Allowed Wattage table. Document proposed (including existing) lighting wattage in the Proposed Wattage table. Lamp and/or ballast replacement within existing luminaires only -existing total interior building wattage not increased 1. 0 New wiring installed to serve added fixtures and/or fixtures relocated to new circuit Provide applicable manual lighting controls (C405.2.1), occupancy sensors (C405.2.2.2), daylight zone controls (C405.2.2.3), specific application controls (C405.2.3), and commissioning of lighting controls per C405.13 Q New or moved lighting panel Provide all applicable lighting controls as noted for New Wiring, automatic time switch controls (C405.2.2.1), and commissioning of lighting controls per C405.13. Space is reconfigured -luminaires unchanged or moved only Provide all applicable lighting controls as noted for New Wiring and commissioning of lighting controls per C405.13. Q No changes are being made to the interior lighting and space use not changed. LightInterior 1Summary 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Nov 2013 Project Address SECU Date 2/27/2015 Lighting Alterations, Renovations & Building Additions Li For Building Department Use 0 O 0 or O more Stand alone O Addition 0 Less than 60/0 60 /o Notes: addition may comply as a stand alone project, or the may be a. Lighting fixtures in a building y p y o e p lec , y y combined with the overall existing bldg lighting to demonstrate compliance. Refer to C101.4.3. additions, provide Space Types and gross interior areas in the and buildinga b. For retrofits . P P YP Maximum Allowed Lighting table. If a builidng addition will comply as combined with the overall existing builidng, include all applicable existing Space Types and gross interior areas. c. Document new fixtures and all existing to remain fixtures in the Proposed Lighting table. d. If less than 60% of existingfixtures will be replaced, provide total existing lighting wattage P 9 9 g prior to retrofit) in the space provided in the Maximum Allowed Lighting table. Maximum Allowed Lighting Wattage --Wafts Location (plan #, owe T Gross"Tn-tenor Allowed room #, or ALL) Space Type* Watts per ft2 Area in ft2 (watts/ft2 x area) Offce- Enclosed 1.11 879 976 Office - Open plan 0.98 9624 9432 Bank/office - Banking activity area 1.38 2 615 3609 Food preparation 0.99 1582 1566 Electricallmechanical 0.95 171 162 Storage 0.63 111 70 Conference/meeting/multipurpose 1.23 998 1228 .,,- ::::.:::.:::: Irnter tlel t iifst i Ei"# fil s ......:. E s IExxtist itl ..... .:. .:... Isltl:t ATlcikval.. frorff EST Ii Ct f.. PTV <.;:. .. .. Select Table C405.5.2(2) category from drop down menu. Area Allowed Wafts ** For aftiums, indicate height. Allowed wattage for first 40 feet is 0. 03 Kilt. ht., Total* above 40 feet is 0.02 Wlft. ht. Proposed Lighting Wattage Location (plan #, Number of Wafts/ Watts room #, or ALL) Fixture Description*** Fixtures Fixture Proposed CI -RECESSED 2x4 TROFFER 126 64 8064 F1-RECESSED DNLT-1 LAMP 78 36 2808 F2-DECORTIVE CFL-1 LAMP 5 36 180 173-LOW VOLTAGE MONO POINT PENDANT 3 60 180 174-RECESSED LOW VOLTAGE ADJUSTABLE ACCENT 5 75 375 Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed W attl 11607 1 *** Include existing to remain lighting fixtures and exempt lighting equipment per notes below. Notes: 1. Include ALL 9 hti lighting fixtures. proposed 9 2. 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 ll information. in addition to the fixture !am and ballast track lighting, list the length of the track in feet add t , g g> g ( ) A� 3. For WattslFixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria proposed 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, o low voltage track lighting list the transformer rated wattag e. or as applicable, the wattage of current limiting devices of the transformer. For g g g g 4. For lighting equipment eligible for exemption per C405.5.1, note exception number and leave WattslFixture blank. 5. Document existing to remain fixtures in Proposed Lighting table in the same manner as new fixtures. Identify as existing in fixture description. 6.If #NA appears in Retail Display cells information on L TG-INT-DISPLA Y is incomplete. g Interior Li htin Power Allowance co g zi c ELECTRICAL SYMBOLS & ABBREVIATIONS LEGEND POWER RECEPTACLES & OUTLETS LIGHT FIXTURES & CONTROLS ABBREVIATIONS 0 DUPLEX RECEPTACLE 0 SURFACE CEILING MOUNTED DOWNLIGHT A (200A) (AFTER A NUMBER) = AMPS DOUBLE DUPLEX RECEPTACLE RECESSED DOWNLIGHT (ROUND) AF(200AF) (AFTER A NUMBER) = FUSE SIZE IN AMPS 0 RECESSED DOWNLIGHT (SQUARE) AFF ABOVE FINISHED FLOOR * DUPLEX GFCI RECEPTACLE AL ALUMINUM 0 E PENDANT MOUNTED FIXTURE OR CHANDELIER 0 DOUBLE DUPLEX GFCI RECEPTACLE ATS AUTOMATIC TRANSFER SWITCH � Q SINGLE POINT SOURCE WALL MOUNTED FIXTURE 0 DOUBLE DUPLEX RECEPTACLE MOUNTED IN CEILING BKR BREAKER ® SURFACE MOUNTED LINEAR FIXTURE C CONDUIT M DUPLEX RECEPTACLE MOUNTED +4" TO CENTER OF DEVICE ABOVE COUNTER OR TOP OF BACKSPLASH, WHEN ® RECESSED LINEAR FIXTURE CKT CIRCUIT PRESENT (U.O.N.). COORDINATE EXACT LOCATION WITH © PENDANT MOUNTED LINEAR FIXTURE CL CENTERLINE MILLWORK DETAILS PRIOR TO ROUGH -IN. PENDANT MOUNTED LINEAR WALLWASHER CLG CEILING DOUBLE DUPLEX RECEPTACLE MOUNTED +4" TO CENTER OF DEVICE ABOVE COUNTER OR TOP OF BACKSPLASH, WHEN r-----a LINEAR UNDERCOUNTER FIXTURE C.O. CONDUIT ONLY PRESENT (U.O.N.) COORDINATE EXACT LOCATION WITH MILLWORK -o LINEAR LED COVE, TRACK OR TAPE LIGHT (LENGTH AS CU COPPER DETAILS PRIOR TO ROUGH -IN. ❑T SHOWN ON PLAN, TRANSFORMER(S) SHOWN AS DIA DIAMETER 10 DUPLEX GFCI RECEPTACLE MOUNTED +4" TO CENTER OF REQUIRED) DISC DISCONNECT DEVICE ABOVE COUNTER OR BACKSPLASH, WHEN PRESENT -'Z--Z❑ TRACK LIGHT (LENGTH AS SHOWN ON PLAN) (U.O.N.) COORDINATE EXACT LOCATION WITH MILLWORK DISP DISPENSER DETAILS PRIOR 70 ROUGH -IN. 0 RECESSED WALLWASHER DF DRINKING FOUNTAIN 0 DOUBLE DUPLEX GFCI RECEPTACLE MOUNTED +4" TO CENTER OF � RECESSED EMERGENCY EGRESS 2'x4' FIXTURE DW DISHWASHER DEVICE ABOVE COUNTER OR TOP OF BACKSPLASH, WHEN PRESENT ECB ENCLOSED CIRCUIT BREAKER (U.O.N.) COORDINATE EXACT LOCATION WITH MILLWORK DETAILS ® SURFACE LINEAR EMERGENCY EGRESS FIXTURE (E) EXISTING (USED AS SYMBOL DESIGNATION) PRIOR TO ROUGH -IN. 0 RECESSED EMERGENCY EGRESS DOWNUGHT EMT ELECTRICAL METALLIC TUBING IA SWITCHED (SPLIT) DUPLEX RECEPTACLE SO SURFACE EMERGENCY EGRESS DOWNLIGHT EXTG EXISTING (USED AS ABBREVIATION IN TEXT) 0 DOUBLE DUPLEX RECEPTACLE WITH 1/2 SWITCHED FLR FLOOR ® UNIVERSAL/CEILING MOUNTED EXIT SIGN 10 GFCI RECEPTACLE WITH WEATHERPROOF WHILE -IN -USE COVER 191 WALL MOUNTED EXIT SIGN FAAP FIRE ALARM ANNUNCIATOR PANEL WIP FACP FIRE ALARM CONTROL PANEL i® SINGLE SPECIAL PURPOSE RECEPTACLE ® ® DIRECTIONAL EXIT SIGN (ARROWS INDICATE ONE OR TWO SIDES AND DIRECTION INDICATED) FSD FIRE SMOKE DAMPER pJ JUNCTION BOX WITH BLANK COVER FUT FUTURE NOTE: LIGHTING FIXTURE SYMBOLS SHOW LENGTH, MOUNTING & EMERGENCY GEN GENERATOR i0 FURNITURE SYSTEM POWER FEED. MAKE FINAL CONNECTION EGRESS INFORMATION ONLY. REFER TO FIXTURE DESIGNATIONS & LIGHTING TO FURNITURE SYSTEM FLEX CONDUIT (PROVIDED BY OTHERS). FIXTURE SCHEDULE FOR LAMP TYPE & OTHER FIXTURE SPECIFICS. GFCI GROUND FAULT CIRCUIT INTERRUPTER VERIFY REQUIREMENTS. GND GROUND TELE/COMMUNICATIONS SYSTEM DEVICES LIGHTING CONTROLS - HTR HEATER -TELEPHONE SINGLE POLE . LIGHT SWITCH HWT HOT WATER TANK . S (LOWER CASE SUBSCRIPT DEFINES LIGHTS THAT ARE TO BE HOA HAND -OFF -AUTO �W WALL MOUNTED TELEPHONE (VERIFY MOUNTING HEIGHT) SWITCHED -MATCH WITH LETTERS AT FIXTURE) kCMIL THOUSANDS OF CIRCULAR MILS -4 - SINGLE GANG TELEPHONE/DATA OPENING. PROVIDE 2-GANG S3 THREE POLE LIGHT_SWITCH __ . -KVA 1000 VOLT AMPERES - - - JUNCTION BOX WITH SINGLE -GANG MUD RING & 3/4-C.O. S DIMMER SWITCH KW 1000 WATTS TO ACCESSIBLE CEILING SPACE. S OCCUPANCY SENSOR LIGHT SWITCH (NUMBER DEFINES RELAY LCP LIGHTING CONTROL PANEL TELEPHONE TERMINAL B AR - /4 FI R NUMBER IN LIGHTING CONTROL PANEL -SEE SCHEDULE) LT LIGHT PLYWOOD, 8' HIGH x LENGTH SHOWN ON PLAN LTS(LTG) LIGHTS (LIGHTING) S VACANCY SENSOR LIGHT SWITCH JUNCTION BOX & CONDUIT TO ACCESSIBLE CEILING SPACE SIP LIGHT SWITCH WITH PILOT LIGHT LV LOW VOLTAGE FOR FURNITURE SYSTEM TELE/DATA CONNECTIONS. PROVIDE CONDUIT REQUIRED FOR QUANTITY OF DATA CABLES. VERIFY S K KEYED SWITCH MCB MAIN CIRCUIT BREAKER QUANTITY OF DATA CABLES WITH OWNER PRIOR TO ROUGH -IN. S LV = LOW VOLTAGE, b = AREA TO BE CONTROLLED BY PHOTOCELL MECH MECHANICAL 0 AUDIO/VISUAL OUTLET b Rt R# =RELAY IN LIGHTING CONTROL PANEL MLO MAIN LUGS ONLY S# =SENSOR ZONE N3R NEMA 3R SERVICE GEAR - AS SHOWN ON PLANS Q CEILING MOUNTED VACANCY SENSOR . NIC NOT IN CONTRACT G CIRCUIT BREAKER PANELBOARD QQ CEILING MOUNTED OCCUPANCY SENSOR OC ON CENTER G LOAD CENTER os WALL MOUNTED OCCUPANCY SENSOR OH OVERHEAD G LIGHTING CONTROL PANEL © PHOTOCELL LIGHT SENSOR OS OCCUPANCY SENSOR o TERMINAL CABINET PC PHOTOCELL ® SWITCHBOARD OR MOTOR CONTROL CENTER, SIZE NOTES AND MISCELLANEOUS SYMBOLS PNL PANELBOARD AS SHOWN ON PLANS REC RECEPTACLE(S) El DRY TYPE TRANSFORMER (SEE NOTES & RISER 1�:> FLAGNOTE - IDENTIFIES A SPECIFIC ITEM ON A DRAWING. REF REFRIGERATOR DIAGRAM FOR SIZE COORESPONDS TO A SCHEDULE IN THE ELECTRICAL SET THAT (R) RELOCATED EXISTING - EXPLAINS DETAILS OR FEATURES OF THAT ITEM. CONDUITS AND CIRCUITING RQMTS REQUIREMENTS FF-3 0 MECHANICAL FLAG - DEFINES MECHANICAL EQUIPMENT AND SCL SEATTLE CITY LIGHT WIRING LOCATED 1 N CEILING OR WALL 0 DESIGNA IN MECHANICAL COORESPON DST TIONS CAL PLANS AND SCHEDULES. COORESPONDS MECHANICAL CONNECTION SCHEDULE SPD SURGE PROTECTIVE DEVICE _ _ _ _ WIRING CONCEALED UNDER FLOOR OR UNDERGROUND IN THE ELECTRICAL SET. SQ SQUARE -� CONDUIT HOME -RUN „ ,,, �, /,, /,,, SLASHES ACROSS CONDUIT INDICATE NUMBER OF WIRES 200 0 EQUIPMENT FLAG -DEFINES SPECIAL (IE: COOKING) EQUIPMENT SW SWITCH _ WITHIN SHORT = HOT, LONG = NEUTRAL ON A PLAN AND COORESPONDS TO DESIGNATIONS IN AN TBD TO BE DETERMINED EQUIPMENT SCHEDULE IN THE ELECTRICAL SET. TTB TELEPHONE TERMINAL BOARD -9 ISOLATED GROUND WIRE GROUND WIRE 1;1 REVISION CLOUD AND FLAG - CLOUD SURROUNDS INFORMATION TYP TYPICAL THAT HAS BEEN REVISED. FLAG IDENTIFIES THE REVISION IN UC UNDER COUNTER - 0 CONDUIT TURNS AND CHANGES ELEVATION AT THIS POINT WHICH IHE CHANGES WERE MADE. -3 CONDUIT STUB -UP UG UNDERGROUND 3 O DETAIL NUMBER - APPEARS IN FRONT OF A TITLE ON DRAWINGS. UL UNDERWRITER'S LABORATORY -3 � CONDUIT BREAK -�i CONDUff CONTINUES ELSEWHERE NOTED ON PLAN 3 - INFORMATION IN IDENTIFICATION SYMBOL CROSS REFERENCES I U.O.N. UNLESS OTHERWISE NOTED Ei.i L ONE AREA WITH A DETAIL TOP AND SHEET (BOTTOM #) IN UTIL UTILITY EQUIPMENT CONNECTIONS & CONTROLS ANOTHER IN THE ELECTRICAL SET. . VA VOLT AMPERES (9)EQUIPMENT CONNECTION NOTE: ALL FIXTURES AND EQUIPMENT SHOWN ON PLANS IN STANDARD VS VACANCY SENSOR (HEAVY) LINE WEIGHT ARE NEW OR RELOCATED WORK. FIXTURES AND -TO W WATTS I® WALL MOUNTED EQUIPMENT CONNECTION EQUIPMENT SHOWN IN LIGHT UNE WEIGHT WITH (E) NEXT THEM INDICATE EXISTING TO REMAIN. SYMBOLS SHOWN AS DASHED INDICATE ITEMS WAP WIRELESS ACCESS POINT MOTOR CONNECTION TO BE REMOVED OR DEMOLISHED. THIS APPLIES UNLESS NOTED OTHERWISE WATER COOLER LER FAN CONNECTION ON PLANS. W 0 / WITHO UT ❑1 DISCONNECT SWITCH WP WEATHERPROOF XFMR TRANSFORMER 0 MAGNETIC MOTOR STARTER . a COMBINATION STARTER AND DISCONNECT © ENCLOSED CIRCUIT BREAKER ••• HAND/OFF/AUTO SWITCH •• START -STOP PUSHBUTTON SWITCH NI PUSHBUTTON SWITCH SM MOTOR RATED SWITCH GE NERAL ERAL N SH EETS_ EETS NOTE - ALL 1. PROVIDE ALL EQUIPMENT, CONDUIT AND CONDUCTORS FOR CIRCUITING AND CONNECTIONS SHOWN ON PLANS. D 4WtNG JNDEX E001 ELECTRICAL_LE. LEGEND, LIGHTING SCHEDULES. E002" ELE.CTRIOAL SPECIFICATION ED101 1ST FLOOR ELECTRICAL DEMOLITION PLAN ED1O2 2ND FLOOR ELECTRICAL DEMOLITIO-N PLAN E201 18T FLOOR POW-ERICOMMUNICATI€ONS PLAN E202: 2ND. FLO OR PO.11 WERICOMMUNiCATIONS LANI; E301; 1STFLOORLLGHTING,PLAN; E302 2ND FLOOR LIGHTING PLAN EL401 1ST FLOOR LIGHTING CALCULATIONS E1402 2ND FLOOR LIGHTING OALCULATIONS E801` RISER DIAGRAM CALCULATIONS E901 PANEL SCHEDULES SEPARATE PERMIT AND APPROVAL 11 11 IDIIIitt 9 '- , W o v a°Do N u7 O ti M N pNp M Cq CN co V M O 0 a 0 0 d' N � W o v a W 0 U U 0 L0 a v & CO o m CD 5 Rr N N CV to N W W 2 to ! ca rn -"RE a- 0 o 8 M z iri o ti o m co `r ti Ln z W w > � U 0 two IC F -0 W . 4 Q U. (:1114MO) co creating extraordinary spaces www.cr-architects.com 800.469.4949 CONSULTANTS (FF CASE ENGINEERING Consulting Electrical Engineers 19515 North Creek Parkway, Suite 302 Bothell, Washington 98011 Phone:425-402-9400 Fax:425-402-9402 ISSUE/REVISION 03/06/201 PERMIT ISSUE 04/10/2015 BID ISSUE 05/18/2015 22PERMIT RESUBMITTAL PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 900515 RECEIVED SHEET TITLE CITY OF TUKWILA MAY 1 9 2015 ELECTRICAL LEGEND, PERMIT CENTER LIGHTING SCHEDULES SHEET NO. -. EOO 1 © 2015 Cole+Russell Architects, Inc. OC------ - - ----------- } a � U (n z Z_ - Q U Z ZU OW U= �= U Z 0 LU � J Q J U) WU) oOf Z+ W J =O I- U Of W 00 Z ,._ Z W W Z 0 00 O 1- 0 U W J �a W W W W �- Z 0 U 2 Z H �0 �W W �Q =a U W <EL Qa co JW U) D_ � U W 0 U � W0 U W H U W 0 a'X as a� W LL > U (A W �a J CO UW W H 0z a Z Q N Q m O U Q W No O 2 O F- � O o as N W O «i x� �o U W s w I a 0 W U W p oa W 00 (A U ~ =W o ------------------------ QB t_: �? % ;� �, 8 NORTH 1 ST FLOOR POWER/COMMUNICATIONS PLAN _ 'A SCALE: 1 /8" = V-0" _ FLAG NOTES VERIFY EXACT LOCATION OF POKE—THRU WITH ARCHITECT PRIOR TO ROUGH —IN. VERIFY ELECTRICAL REQUIREMENTS WITH FURNITURE/EQUIPMENT VENDOR. R�> OUTLETS FOR TV'S. COORDINATE LOCATIONS WITH MILLWORK DETAILS. 3 VERIFY MOUNTING HEIGHT. PRIOR TO ROUGH —IN. 4� MOUNT RECEPTACLES HORIZONTALLY IN BACKSPASH PER ARCHITECTURAL ELEVATIONS. VERIFY EXACT LOCATION OUTLETS WITH ARCHITECT PRIOR TO ROUGH —IN. 5� WATER HEATER MOUNTED IN CABINETRY — REFER TO MECHANICAL DRAWINGS. GENERAL NOTES 1. OUTLETS SHOWN WITH LIGHT LINEWEIGHT ARE EXISTING TO REMAIN. MAINTAIN CIRCUIT & ACCURACY MARK ON AS—BUILTS. V' af�m-' Nil [IN RECEIVED CITY OF TUKWILA MAY 19 2015 PERMIT CENTER rV i� O U-3 Cq pco C' C co 0 m h M N O N � a � a w CN IL a CD a C v o d CD N co (m ~ Q U cc ai U 0 v U) 0 Go Go a? o 00 N N H N N � •7 � 7 N N C13 g! rA cu ca a- c o` c 2 to ^ 3 > � Z fA O r` CD G- CD UD c ti Ln creating extraordinary spaces www.cr-architects.com 800.469.4949 CONSULTANTS 1.990 CASE IMPF ENGINEERING Consulting Electrical Engineers 19515 North Creek Parkway, Suite 302 Bothell, Washington 98011 Phone:425-402-9400 Fax:425-402-9402 ISSUE/REVISION 03/06/201 PERMIT ISSUI 04/10/201 BID ISSUE 05/18/201 Al PERMIT RESUBMITTAI PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 900515 ISSUE DATE MARCH 6.2015 SHEET TITLE 1ST FLOOR POWER/ COMMUNICATIONS PLAN SHEET NO. E201 © 2015 Cole+Russell Architects, Inc. I 1— ------ ---- -- �B l (�) ------------------ ---- ------- / /,--, 81'` cn z Z- �co Z 0 O W U ~ U Z LL Oa J 0 O oLL af Z W W J = O LL H U 00 zF_ �z w WZ j 0 O F 0 U W J X K W W W tF_ WF- zD 0 zF- F-0 L)0 F— =W U (if QLL U) J WCn 5 W= o3: U 0 0 LL � IU LLW w a0 as LLU w 'L > U � W �LL J U) wF 2 0z LL Q= F UW Z) W N 0 F- LLJ LL O 0 LL LL N w0 = LL U)U U U) z� T W LL a �0 m O LL U W p o0 F (no 0 2 W J rm LL 8� 8 �8 8 11_ NORTH 2ND FLOOR POWER/COMMUNICATIONS PLAN SCALE: 1/8" = 1'-0" _ -- B B ------------------------------- -OD FLAG NOTES VERIFY EXACT LOCATION OF POKE—THRU WITH ARCHITECT PRIOR TO ROUGH —IN. VERIFY ELECTRICAL REQUIREMENTS WITH FURNITURE/EQUIPMENT VENDOR. 2� COORDINATE OUTLET LOCATIONS WITH INTERIOR DESIGNER. J]� VERIFY MOUNTING HEIGHT. PRIOR �TORO�UGH—�IN R4f> MOUNT RECEPTACLES HORIZONTALLY IN BACKSPLASH PER ARCHITECTURAL ELEVATIONS. VERIFY EXACT LOCATION OF OUTLETS WITH ARCHITECT PRIOR TO ROUGH —IN. 5� WATER HEATER MOUNTED IN CABINETRY — REFER TO MECHANICAL DRAWINGS. R�> PROVIDE POWER & DATA CONNECTIONS TO CONFERENCE ROOM TABLE. COORDINATE REQUIREMENTS WITH TABLE SPECIFICATIONS. GENERAL NOTES 1. OUTLETS SHOWN WITH LIGHT LINEWEIGHT ARE EXISTING TO REMAIN. MAINTAIN CIRCUIT & ACCURACY MARK ON AS —GUILTS. RECEIVED CITY OF TUKWILA MAY 19 2015 PERMIT CENTER SEPARATE PERMIT AND to co CD OR o O r✓ Ch N N C7 W O LO m O d m d N d NCD G R. H N O ' N r ap = ccoo X rn H U m ai Q cc U in Ln W c O CD o 0 o CO N N m N N0 US 07 Co Co lA c Om m c a "> L' z tq CD ti o to m cn � � creating extraordinary spaces www.cr-architects.com 800.469.4949 CONSULTANTS CASE FF ENGINEERING Consulting Electrical Engineers 19515 North Creek Parkway, Suite 302 Bothell, Washington 98011 Phone:425-402-9400 Fax:425-402-9402 ISSUEREVISION 03/06/2015 PERMIT ISSUE 04/10/2015 BID ISSUE 05/18/2015 Q1 PERMIT RESUBMITTAL PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 900515 ISSUE DATE MARCH 6.2015 SHEET TITLE 2ND FLOOR POWER/ COMMUNICATIONS PLAN SHEET NO. E202 © 2015 Cole+Russell Architects, Inc. OD - a U) Z z- ¢I- 0 Z Z U O W U ~ U z Of Q J W N oOf z+ W J S O h U Of LL 00 Z �- E- Z Z W W U Z �0 U O H Do W� Waw W W M: 3: wF- zD 0 zm �W wof �a =a U W <(L Qa J W � � �C) W= 0 O� ULL 0 0 LL o� �U � W W 0 oEL as aa W 'L U � W 5a J � w� 2 0z a = u? U W W N 0 W 0 S W H � O O WO Ld 2 LL F- N l to W Cc Z 0 W0 U W p 00- W 00 H `° a 0 = W . rm a REFER TO I REFER TO PANEL PA5 PANEL PA4 PANEL PA1 PANEL PA4 T T T NORTH 1 ST FLOOR LIGHTING PLAN SCALE: 1 /8" = 1 —0" _ —----------------------- (\ � D SEPARATE PERMRANI DFAL ;1RED RECEIVED CITY OF TU KWILA MAY 19 2015 PERMIT CENTER y- K creating extraordinary spaces www.cr-architects.com 800.469.4949 CONSULTANTS %aw__ m CASE FF ENGINEERING Consulting Electrical Engineers 19515 North Creek Parkway, Suite 302 Bothell, Washington 98011 Phone:425-402-9400 Fax:425-402-9402 ISSUE/REVISION 03/06/2015 PERMIT ISSUE 04/10/2015 BID ISSUE 05/18/2015 01 PERMIT RESUBMITTAL PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 900515 ISSUE DATE MARCH 6.2015 SHEET TITLE 1ST FLOOR LIGHTING PLAN SHEET NO. E301 © 2015 Cole+Russell Architects, Inc. OB - } Q U)Z Z- a� ~ Lou Z Om U F U Z Q O LU t � aX Z + W W - O 00 Z� �Z Z W W CO z o� � U W W� W W W W I- Zo U = Z� U C) H W U W W 0' F- Q =a U W Qa WW CD- Z)_ X U W 2 O U K iO Ou U Uj0 Wp IL o na. OU a_ a U U W �a J � W H z ¢EL ro ¢= r �~ m U W � Wo r of n' O N a� WO V) =a LOW Z :D T 5 O D p a U W p 0 a W too o 2 W J rm a 4 1 08 NORTH 2 N D FLOOR LIGHTING PLAN SCALE: 1 /8" = V-0" _ GENERAL NOTES 1. CIRCUIT NUMBERS SHOWN REFER TO PANEL F, UNLESS OTHERWISE NOTED. c1m) (' B I D SEPARATE PERMIT AND ROV R RECEIVED CITY OF TdJKWILaA MAY 19 2015 PERMIT CENTER co CR o 00 - N C j o 'V C W CU Z U) o 0 o u� W o m N N N 07 � u) N co OJ N fli m oCo C_ C U > �m[7 Z C/) o t� CDM c �CD LO F Z U.1 yu {n J U U WO Cp CO))^ W 70 ■ U N U L cc creating extraordinary spaces www.cr-architects.com 800,469.4949 CONSULTANTS �.. AM CASE FF ENGINEERING Consulting Electrical Engineers 19515 North Creek Parkway, Suite 302 Bothell, Washington 98011 Phone:425-402-9400 Fax:425-402-9402 ISSUE/REVISION 03/06/201; PERMIT ISSUE 04/10/201; BID ISSUE 05/18/2011 1Q PERMIT RESUBMITTAI PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 900515 ISSUE DATE MARCH 6.2015 SHEET TITLE 2ND FLOOR LIGHTING PLAN SHEET NO. E302 © 2015 Cole+Russell Architects, Inc. / ,All OC a � U U Z Z - Q U Z F Z U U W U �- U Z W O Q J W O oX Z W W J 20 I- U W LL O O Z z Z Z W W U jZ O U O f- � U W J WWW ww W I- z U = z f 00 H W U W W Of �- a =w U W ¢LL J W Of_ W U WY 8 J O LL LL O� U LL, W W 1L O O a W U LL _ LL U W W �a J to UW LU oz a ¢= : Fo UW 0 W O = n �o Q, W N w0 = LL ~ - N 3 lq W � z� a W :5; 0i W U w p O a W 00 to U ~ = W O �m a REFER TO PANEL PA5 REFER TO PANEL PA4 PANEL PA1 PANEL PA4 NORTH l ST FLOOR EMERGENCY EGRESS CALCULATION SCALE: 1 /8f1 = V-0" Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min BANKING RM EMERGENCY EGRESS Illuminance Fc 3.85 6.1 1.3 2.96 4.69 BREAK RM EMERGENCY EGRESS Illuminance Fc 12.41 23.9 2.1 5.91 11.38 LENDING EMERGENCY EGRESS Floor Illuminance Fc 16.94 26.3 4.1 4.13 6.41 OPEN OFFICE EMERGENCY EGRESS Illuminance Fc 13.39 26.4 1.1 12.17 24.00 0 �J 1 SEPARATE PERMIT AND "OVAL VVi wD DI RECEIVED CITY OF TUKWILA MAY 19 21915 PERMIT CENTER CD c co ti v 1a co I� t!7 C7 M N m O a � c�*7 a c M CD � N °- 0 o°° oC-) .5 Co U 0 � a o 0 N 0 r» N 9 - Go N a, N ._ G1 to D > 3 m > Q cn m c m o M d c 7 0 1— Z C fA M O cc1• CR L O W Q W F Z W Q W ^V++I W L U L CU creating extraordinary spaces www.cr-architects.com 800.469,4949 CONSULTANTS CASE' FF ENGINEERING Consulting Electrical Engineers 19515 North Creek Parkway, Suite 302 Bothell, Washington 98011 Phone:425-402-9400 Fax:425-402-9402 ISSUE/REVISION 03/06/201 PERMIT ISSUI 04/10/201 BID ISSUI 05/181201 A PERMIT RESUBMITTA PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 900515 ISSUE DATE MARCH 6.2015 SHEET TITLE 1ST FLOOR EMERGENCY EGRESS CALCULATION SHEET NO. EL401 © 2015 Cole+Russell Architects, Inc. 04-— 11 B� G �- Z- aU Z0 Z U OW U= �= U Z Q O � J W 0 U oW Z W W J 20 H U � LL 00 Z F- F-. Z Z W W U 2Z D O 00 0 F- 0 U W J H X � W W W F- WZ) ZZ) 0 U= Z H U UW w� F- Q W 0 ¢° J w D _ � U + - W J 0 U 0 0 LL U Uj 0 W 0 an- oLL fy U a- w "_- > U U W �a J fn W H 0z a Q= CO ~m U ir { �w O S H 0 ~O o a� N W0 = LL ~ A s (A W � N Z = T t_ W O a LL C) 0 U W p .0 F O � to U O =w J -7 T/ NORTH 2 N D FLOOR EMERGENCY EGRESS CALCULATION SCALE: 1 /8" = 1'-0" _ Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min BOARD RM EMERGENCY EGRESS Illuminance Fc 4.13 8.7 1.1 3.75 7.91 OPEN OFFICE EMERGENCY EGRESS Illuminance Fc 15.47 34.8 2.3 6.73 15.13 pl Ile-w. — .— RECEIVED CITY OF TUKWILA MAY 19 2015 PERMIT CENTER o W o L m 0 o N ti Ch M L N � � o a m CN a N D_ CN o � 0 O C6 0 as C > 'V cc fC U 0 Lo v co . 0 o N N a; NJ CD 0 N W � VJ fA H f6 co ca cc o > L' a z S u� o ti CD co o 0 F- co (D 0 F z w Z w a w w U 0 Cf) Cl) W _ ^+' �J U L CIO creating extraordinary spaces www.cr-architects.com 800.469.4949 CONSULTANTS ��ASE ENGINEERING Consulting Electrical Engineers 19515 North Creek Parkway, Suite 302 Bothell, Washington 98011 Phone:425-402-9400 Fax:425-402-9402 ISSUE/REVISION 03/06/201; PERMIT ISSUE 04/10/201; BID ISSUE 05/18/201 ! 0 PERMIT RESUBMITTAI PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 900515 ISSUE DATE MARCH 6.2015 SHEET TITLE 2ND FLOOR EMERGENCY EGRESS PLAN SHEET NO. EL402 © 2015 Cole+Russell Architects, Inc. NORTH PARTIAL -BASEMENT ELECTRICAL -PLAN SCALE: 1/8" = 1'-0" U) z co Z 0 0 0 N 0 z (If 0 KO 0 Z) LL W Z + LU W J 0 0 00 Z Z W LU U) 5 z Do 0 0 01-- 00 Uj XEL Er W W Uj z Z) 0 CO) 0 W W of IL W af Ir IL W En (n Z) m W 0 of LL 0 0 U- of W W Q- 0 af 0_0 W LL > 0 LU IL W 0 Uj X LU 0 z LL z < UW D W 0 = 0 1- 0"-f 0-- 0" Q. , CIJ W 0 L6 a: LL U) W U) Z) z W W 20 Z) 0 0 W Oa Ul 00 f- 0 W 1-co a. V# EXISTING RISER DIAGRAM NOT TO SCALE SHORT CIRCUIT CALCULATIO.1.8 CIRCUITOGFINITION. CONDUCTOR "MILABLE MINIMUM CIRCUIT IMPEDENCE INU DESCRIPTION CONDUIT # IN OHM*SIMFT 'OHMS FAULT PANEL LENGTH MATT. SIZE PARALLEL : R X R X z CURRENT RATING AVAILABLE FAULT CURRENT @ SCL 300 kVA XFMR FEEDER TO 1,200A BUSSED GUTFE 145 (AACISHO .:ATENDOFFEEDER) FEEDER TO PANEL PD: 15 (AIC SHOWN AT END OF 'FEEDER) FEEDER TO PANEL PM DISC 5 (AIC SHOWN AT END OF FEEDER) FEEDER TO PANEL PA1< 80 (AIC SHOWN AT.END +.OF FEEDER), ,FEEDER. TO PANEL PA4 95 (AIC SHOW N.AYEND :OF FEEDER). FEEDER TO PANEL PA5 50 .,(AIC SHOWN ATEND OF FEEDER) FEEDER TO PANEL.PA6. 115 (AIC ,SHOWN :AT.END .OF.FE,EDER,) FEEDER TO PANEL B DISC 5 (AIC SHOVVN:AT.END OFFEEDER) FEEDER TO PANEL 1 90 (AIC SHOW4AT END OF FEEDER) FEEDER TO PANEL. F 1 95 (AICSHOWN AT END OF FEEDER) 0.60000 0..06216 0.00216 55 56,0: N 500 kCMIL. CU 3 0.027 0.039 0.00131 0.00189 0,00229 0100131 01100404 0.00425 28,234 M 250 kCMIL AL 2 0.086 0.052 0.00065 0.00039 0.00075 0,00195 0.00443 0-00484 24,770 M 250 kCMIL AL. 1 0,086 0.052 0-00043 0.,.00026 0-00050 01:010238 0.00469 0.00526 22.,798 M 3/0 CU 1 0.079 0.052 Q00632 0.00416 0-00757 0-00870 ADM 0.01241 91,667 M 6 CU 1 0.490 0.064 0.04655 0.00608 0.04695. 0.05525 0.0149,3 O.05723 2,097 M* 250 kCMIL AL 1 0,086 0.052 0.00430 0.00260 0-00502 O.OG625 0,.00703 0.00941 12,752 M 1 AL 1 0.250 0.057 0.02875 0.00656 0.02949 003500 0,01359 0-03755 3,196 M 3/0: CU 1 0.079 a052 0.00040 0�00026 0.00047 0.00170 0.00430 0.00463 25,927 m 310 CU 0.079 0,052 0.00711 0-00468 0.00851 O.00881 0e00898 0.01258 9,536 M 3 CU A 0-250 Z59 0.02375 0.00561 0.02440 0-03256 0.01459 QW03568 3 363: NOTES TO:CALaiLATIONS- 1- CALCULATIONS ARE BASEDON OHMIC. METHOD, 120 VOLTS LINE TO GROUND FAULT. 2_ I C. ONDUC OR IMPEDANCEIS BASED ON NATIONAL ELECTRICAL CODE TABLE 9. 3. CONDUITRIATERIAL: . M=M&G, N=NON-MA. RECEIVED CITY OF TUKWILA MAY 19 2015 PERMIT CENTER X--32,500 AVAILABLE FAULT CURRENT (IN AMPS) MAX .DEMAND PER SCILMETER 100.6 1-25 125.8 349 (056. kW cr 0,,95 P F) ADDITIONAL LOAD (PANEL PA43. RECEPTACLES - GENERAL USE** 1-8 1 8 5 HEATING 0.0 1-00 0.0 0 MOTORS 0.0 1,00 0.3 0 LIGHTING 1-8 1-25 .2-3 6 KITCHEN o-O 011 0-0 0 OTHER, 3-9 1,00 3-9 11 ADDITIONAL LO.A,014PANELPA5} RECEPTACLES - GENERAL USE** 6.4 6A 18 HEATING 31-4 1.0.0 31-4 87 MOTORS 0.0 1.00 0-0 0 LIGHTING 2.7 11.2.5 3.4 9 KITCHEN. 00 0.65 0.0 0 OTHER, 28.9 1-00 2&9 80 ADDITIONAL .LOAD .:(PANEL F)- RECEPTACLES - GENERAL USE** 6-7 6-7 19 HEATING 0.0 1.00 0=0 0 MOTORS 0.1 1.00 01 0 LIGHTING 5.5 1,25 6.9 19 KITCHEN 0.0 0.65 0.0 0 OTHER 20.3 1-00 20.3 56 TOTAL - 1200A BUSSED GUTTER 210A 237,8 661 208Y/120V 3PH14W DEMAND ON GENERAL USE RECEPTACLES OVER 10'kVA :S NOT INCLUDE. RECEPTACLES FOR SPECIFIC EQUIPMENT ' 1 1 SEPARATE PERM[TAND ERX m CD M Cq LO ED Cq O Ca C4 CD C, 23 m C,4 CD U') CN CD CD co 0 0 cc co 0 0 CD a) co C, C3 CO Cc co en (n Cn m 2 m 0 co =0 r- CD CR CD U� r- Cc LO W Cn Lu _j 03 w W LID :3 2 CU creating extraordinary spaces www.cr-architects.com 800,469.4949 CONSULTANTS CASE PF ENGINEERING Consulting Electrical Engineers 19515 North Creek Parkway, Suite 302 Bothell, Washington 98011 Phone: 425-402-9400 Fax: 425-402-9402 ISSUEREVISION 03/06/201.1 PERMIT ISSUE 04/10/201,1 BID ISSUE 05/18/201,' PERMIT RESUBMITTAI PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 900515 ISSUE DATE MARCH 6,2015 SHEET TITLE RISER DIAGRAM SHEET NO. E801 @ 2015 Cole+Russell Architects, Inc. P E E : P W AN L A6 PROJECT NAME SECu PROJECT #_ i5II55 LOCAT E IT ROOM 130 FED FIRM PANEL FAB NOTE GIf I' CIRCUT NAME' CB SIZE LOAD(WA) @ AM P R H M L K CI IOTA 11 A F PAL DESCRPTION 1 REG- BREAK ROOMI25 A 20: 1 0.2 ob5 Q1­1.7 P NELAMPS ': A 1f10' 3 REG BREAK ROOM 125 B 20 1 0A __ 0.4 FFFDHRAMPS:. 14)Cl. ' 1 5 REC - BREAD ROOM 125 ISLAND C 20 1 1.0 1.0 . L L VOLTS . 208 .. 7 DISHWASHER A 20 41 1.2 1 2 L - NVOLTS 120 9 --_ _ . COFFEE B 20 1 : . 1.5i ...... 1.5 PHASE . 31 11 DISPOSAL. C Z 1 0.2 ; __ $: Q. Co WIRE . 4'. 13 ICEMAKER A 2Q "! 11 1':'4` AIC 10#cA I5 t3R REFTRIGERT B 20 1 1.1 1.1: 17 REF#RIGERTOR C 20 `1 _ 1.1 I_ 19 REC - SERVER 130 A 201 1 1.6' lb . M.L.O.1. :X 21 I'll REC: - SERVER 130 B ­11 20 1 1..5r 1.5 MAINCB 2 3 REC- S 130 I=FVEF C 20 1 1.5; 1.5 FLUSH. . 25 SPARE. A 20 1' SURFACE 27 ........ SPADE ..._ . B 20` I ..... .... ......... ... .._. _ O C; ' :ND' IS 2 9 S E AR P . C .. 20 1 FEED-THRU :31 SPACE_ A 33 +SPACE: B. . ,35 SPACE C 37 SPACE A LOADSUMMARY 39 SPACE:. 0 TOTAL ALL SECTIONS 4 } 41 SPACE C 2 REC - B E ROOM I25 PFA A 20 I 0.6' a.6 REC KVA : Z2'. 4 RE- Loll 126 _ _ .. NGE B 2D: 1 0.8 ' 0.6 1.3 . HEAT A . KV 1 6 4. . 6 EtNH-2 C 50 2 4.2 4.2 MOTOR KVA 8 ......_. .... A - 2 4 ........... ........ 4.2 LIGHTING WA ; 1 Q EIF 3 8 4D, 2 3_ I 3.1: KITCHEN KVA . 111 2 I - C - - 3.1 3.. 1 OT > HER KVA : 16. 14 REC- MICROWAVE A 20 I 1.2: 1.2 16 RFC- C3WAVE' _ MICR B 2 0: 1 1.2 1.2 PHASEA KVA _ 1.0:5 18 REC - MICRO WAVE C 20' 1' 1.2` 1.2 MPS : A5 87` `. 20 SPADE A 20 1... I RHASEB KVA : . Io.1! 22 SPARE_ B. 20; 1 AMPS . 84.2. 24 SPARE_ C 24 1 PHASE C KVA : 13A, 26 AR SPE- __ _ A 20, 1 AMPS 109:2 28 SPARE 8 20 1 30 SPACE: C 32 SPACE: A CO(GTED DQAt3 . 34 SPACE B KVA . 33:7 361. 1.38 SPACE_ G AAFS : 915 SPACE, P A­11 DEMA NI'lli0 LOAD 40 S.PA; E.. _ B KVA . 33.. 42 SPACE C�_7F_+ -1 11 AMI.11 D : I 93.5 OTEI�AR .. .... : EANDf I3VERSITY FACTORS t OP DESCRIPTION DEMAND:1. 2. # RECEPTACLES;- TO I QVI# a.11 - 1 - 1 f10,.0 2.2 Z. REMMINING OVER 1bKVA: 600%: _ 11 H HEATING'- 100% = 14:6 MI' MOTORS 160N. LM LARGEST MOTOR 125% L LIGHTING 125% K KITCHEN 65%= 13:: OTHER: 100% = 16.9 _ __ __ _ NEW PANEL= F' PROJECT NAME: SECU PROJECT :#: 15D55 LOCATIOR T ROOM 290 1. FED FR OM PANEL 13 NOTE CKT CIRCtAT NAME. C13SIZE L D (K iA) N47.; 8 A I� R 1 #: M L { O TOTAL PANEL DES"PTIONI 1 REC-CC329Q A 2I7 '1 fl1_ 10 PANEL AMPS': IDD:, 3 REC - CONFERENCE' 241 B 20 1 0.6 4 t ' FEEDER A MPS ' : 100 5 RFG - OFFICE240' .. ._- C 243 1 Q_2 03 0.5 L - L VOLTS:; 2081 7 - OFFICE 24 RFC D A 2 0 1 E E 0.9 0.9 - , L N VOL TS . 12D 9 REG- OFFICE2 : 40 B 0: 2 1 --r 0.9 0:9 PHASE: : 3 11 - F10E REC OF 2 45 C 2Ft ' ' 1 a. 9 D_9' WIRE'1­1.:: 4 13 - NFERENCE24 REC CQ 2 A 2D: I. 0_ 9i j 0.9 AIC . '.. 10kA 15r - REC OFFICE245 B 21 -1 0.8 1. i i 0.5 17 RFC-OFFICE246' C 20 1' __� .6 0.6' 19 REG -.OFFICE 246: A 20 1 i 0 9 D.9' ML,O. X -if - OFFICE 24 REC CIF 6 B 20 1 1 0.9 Q_9 MAIN M 23 REC-OFFICE244 C 20 '1 0.6 0.6 RM 1 25 REC -C3FFICE24f A 20 '1f a 0.9' StJRFAC X 2 7 - RFC OFFICE24~i B 20 1 0._ 0.9 ! O G . IS ND 29 REC - C3FFlt� 246 2 C 0 1 1.2 1.2 FEED-THR U 31 REC - OFFICEE 246' A 20 1 1 6:6 0.6 33 ...­11 REC - OFFI E 246 B 2D 1 0.9 0.9' 35 LTS - C0WE RENCE ROOM C 20 1 _;_�. _. 1.2 1.2 73 - REC AV RAC:I< A 2C?: '1': D.S 0.5 LK3ADSUMMA _ . RY 39 :REC - CONFERENCE. R 0. CEI ROOM . M TABLE B 2[t '1 a.4 0_4' 4 TOTAL ALL SECT1oNS I 41 SPARE C 20 1. E 2 LTS - SECU:2ND FLOOR. Al20: 1 1.3 1.3 REC KVA :: 6.7 4 L _ TS SECU 2ND FLOOR B 20 '1 1.3 1.3 HEAT KVA, 61 LTS -SECU2NDFL(QOR C 20 11: 1.0 1_fJ MOTORKVA : 4.1 8 LTS - SEC U 2ND FLOOR A 20 1: 0.7 0.7 . LIGHTING KVA : .. 5;5 1 Q - REC OFFiCE240 B 20 1 09 0.9 KITCHEN KVA :s; 1 2 - REC OFFICE240 C 20 ' 1 D.9 0:9' OTHERKVA : r. 203 °14 REC - MRKROOM 243 A 20 . 1 0.8 0.8' 16 - ' REC OFFICE 240 B 2D 1 0.6 0.s PHASEA KVA . .: : 11 .:a 18 - REC MAIL ROOM244 C 20 1 - D;611.1 0.6 AMPS . 98.3 2r. 0 REC _ SERVER 29.0 A 20 1 1:5 5' 1.rr PHAS B E KVA . 0 1, .5 22 REC-SER�IER.290 B 2Q 1: 1.5 1.5 AMPS': 87.5 24 RFC SERVI=R29D C 20 1 I.5 1 .5 SEC PHA. KVA . 103rr 26 - REC 43FFICE2 4D A 20 '1' D:9 0_ 9 AIMS : r.rr 85 8 28 REC - OFFICE 245 B 2011 0:6 0.6 30 REC - OFFICE 247` . _LL' C 2D 1 1.2 1.2 32 REc - DFFIGE246 A 20 1 D.9 a_9 CONNECTED LOAD 34 .RFC - CONFERENCE ROOM B 20 ' 1 Q_2 0.2 KVA:: 32 6 36 EF-'I C 243 1 D.I. 0.1 AMPS_. 90.5 38 SP ARE A 20 1LL DEMANDLOAD 40 SPARE B 20 : 1' ItVA; : 340 42 SPARE' ICI 20 1 AMPS' : 944 NOTESIREMARKS : DEMAND! EIIVEI?SITY FACTORS 1. LOAD : DESC IPTTC7t�! _ DEMAND 2. R: _ RECEPTACLES TO 10K iA: Q - 1Q0% = 6.7' 3; REMAINS OVER IQKVA 50% L = H HEATING 1600/0: = M' MOTORS' 1.00% = LM LARGEST MOTOR 125% = 01 L. I LIGHTING 125%= 6,9 K KITCHEN 65% = 0 OTHER' 100% = X3 a �U (q Z Z_ - Q U E- Z U OW U ~ U z W O Q H � U) 2 � U oof zW W - =O I- U O O z F_ F- Z Z W W N �Z O o� 06 W J xa �X Er W W W �� W F- zo z H F- U W W of F- .Q H! IL U W Of IY Qa m J W � co W- Z)_ W W = o3: U0 , O u. >F_ F_U Er � WO MOf O a zU a- W "_- > U U W ::)a J U) UW W FF-- 2 a z co ¢= v bW �!U W � W _ �, F "_o a0 � N W O m S W F- 0 - U W N Z"e T 2 - 00 W oa w o F- U U O = W J F_m a __ _ _ 11 L _ N:EW PANEL. PA6 FROJEOT NAME - SECU PRCSJECT # [5055 . LOCATION: SUPPLIES 10-5 FET�T ROM: T'ANELPD NOTE CKT CIRCUTNAME 4 BI;RZE LOA€3:;#KVA.) __ N< Ql A. . _ !. _ H M L K; O T TO AL PANEL L�SCRIPTION 1 - I'0 REC: C3FFICE 3 A 2Q 1. 0.9 __ 0 9 PANI3:AMPSi: 200 REC - OFFICE:1Q3: B 2 0 .1 0.9 ' 0.9 EEEDER'AMPS;': 200 5 REC'-OFFICE 03' 1 O 2C3 :: 1 0.9 0:9 L - L VOLTS :. 2D8: 7.. REC - (3FF#CE 10 3 A 20 1 :: €.6 0.6 L L NVOTS: 120' g LTS - OFFICE 1D3' I_ FF B 243 .1 a_a 'a. 8. PHASE . 3 11 LTS - BANKING C 20 i 1.2 1-2 WIRF ;: 4 13 LTS NFERICE A .20 1. ; 0.7' . . AIC: _ 22kA 1 ' 5 Mi "- BA ING ALL NK TV W B rr 2 Q 1:.' . ......... ......... ......._. 1 o'.... _.... Ia 17 RFC- BANKINGTU WALL C 2a '11 1.Q. 1.0 19 . REC - BANKING TV WALL A 2 0 ' .1 1 a 1 .o M.L.O. X 21 REC - {3FFIC E 1Q3... _ ." B W.V. Q . I.2 1,2: MAIN 23: REC- OFFICE 101, 102 C 2a 1 1.2 I.2 FLUSH 25: REIC-'CO ERENCFROOM O. X NF .Or _ t3'r . A: . 2 _ 0 1. D 2 0.2 SURFACE '. ....7 SPARE B 2D 1 29 SPAN C 20':. ... _.... ......... .... ...... . ............ FEED THRU 31€ SPACE A 20 1' 33 SPACE B 35 ......................... SPAC€ C 37 SPACE A LOACiSUIiIIARY 39 SPACE- HL. IIr ALL SEI3TIONS Y ( TOTAL..:.A. LLIII . 41i .... SPACE C ....:::. ........... ..: . 2 R - I<' EC :CO1ffi CF FN 04 A 20 1 ''' 0 8 a 8' REC>ICV :': A. 6.4 4. RFC- t7�fOR1RC?M 1a5 20 1: 1.0 . , . I.0 1-IE T:W'L :: 31.4 B REC'.- KTTCEIE . 106 _ C 20 : I : 1.5 ! 1_ $ MOTORISI, r REC -KIT EN I Q6 CH A 2D 1 1,5: 1 5 L:IG i . HTN. I 2.7 10 RFC- BANKING1Do ___ B', 20 1: 0.4 . __ Q.4 �.iTCI EI1ICttA :: 1 2 - BA 1 ' 0 REC NK NG 1 0 RECEPTION DESK: G 20 I` 0 2 2 Q. OTHER KVA � 28.9 14 REG':- BANKI 100 FLOOR BOXES: A' 20. 1'1 0A I:' 0 4- 1 6 .. I : REC'� BA. £ . 10t3 ATIW1 _. B 243 '1' 0,5 0.5 PHASEA;ICVA 25,0: , 1 S.L. R - BAIrIi 10 ATM EC NG Q. C r.20. I 1.LL a. 1.0 AMPS _ 208.3 2 '. Q BAW: A 50. 2 4.2 42 PHASE B:ILVA . 20.1 21. ' _ B: L'r- - 4.2' 4,2 AIDS:: 16X.6 24 E104 41 5Q 2 _ 4.2 42 PHASEG.KVA-: 24.3 Ci 2 - A 4.2 I 4.2- AMPS:, 202.5 . 2: SPADE: B1. 2fI E 30. SPAIRF C 20 1' 32 ACE SP... A: GONNECTH3LOAt3 34 SPADE, B'L�L KVA 69.4 36 SPACE C ASS 192.6'. 38: SUBFEED -PANEL PA4i _ .. . A 100 _._ 3 . 0.8 4.2 5.5 10.5 DEMANBLOAD: II BI - - 12 I3 1 . S 8 1I1.1" KVA '; 70. 1 42 - G - - 0.2 7.,.3: 5.6 13:1 A MPS ; 194.5 NOTESIREMARY S DE�fIANDt'DI1lERSiTY FACTO " I. Lt3AD DESC'11C1I�f DEMAND Z. R RECEPTACLES - TO 10KVA . _ fl. 100% = _ . 6 , 4 '3. RH�r1AiNING<OVER 1: JICVA _ .. _ _ . _ 56a/o' _ H HEATING 1 00I = 31 A M MOTORS 100%': LM LARGEST MOTOR: 125% iL LIGHTING 125% = 3.4 K KffCHM 65% I- Or C3T1l£R 100% - LL 28.9 EXISTING PANEL: 0: PROJECT NAME SECU PROJECT #. 15055 1M 2NDFLOOR '. LG ATIC?_. ELECTRICAL ROAM FED FROM: PANEL B NOTE CKTJ CIRCUII Trr NAME CB SIZE' LOAD(KVA}. r 9 AM R . H M L ID' O TOTAL . PANEL DI?SC RIPTION 11 REC - DEDICATED TFD A 2a :1' ' D.4 0.4 .1 :PANEL AMPS , IOU 3 REC --OFFICESB': 20 1 0 6 0.6 FEEDERANPS : 70 5 LTS -:OFFICES C 20: I Q.7 D.7 _ L L VOLTS :. 2a8 . 7 LTS - LANC�LIAGE DY NAMIC S A 20 I I A 1_!I L NVI 11OLT .. 120 r- 9 � 11LTS - CiFFICEB Bi 20 1' 0.9 0.9' PHASE 3 1 I LTS - OFFICES C 20 1 0.8 0.8 WIRE > 4 MORTGAGE COMPUTER' N?T11 rESIREMAFM` 1. ND NEW WORK - SH OWN FOR REFEPJ3. 1.CE ONLY' 2.: .. M,L.t_ X �.: .. ...".. ...__. : MAIN CB FLUSH SURFACE X SO' GND FEED-THRU LOAD SUM DIARY 11 ( TOTAL, ALL SECTIONS ). RECKVA : to 0.8 : D.S 0. 8 Q.B " HEATKVA : 0.8 13.$ MOTOR KVA: _ I'll 1.0 ! 1.0 L GHTING KV A : I 3,5 _....... _ _............. - 1.0 1 0 KITCHEN 1" : -- 0.4 _ .. _ 0_4 OTHBRKVA : 4,8 PHASEA KVA.°: 3.3 AMPS ; 27.6 11 PHASEBKVA 33 AMPS :: 27.5 PHASE C KVA. 2.7 AMPS 22.5 CONNECTED,LOAD KVA -11� 9.3 AMPS Ir 25,8 I DEM4N10 LOAD EL KVA::; 10.2- 1 . AMPS !< 28.2 :MAND f'DIVEMTY FACTORS! )AD DESCRIPTION DEMAND R RECEPTACLES - TO 10KVA _ . 1D0%a. 1.a REMAININGrOVER 10KVA: 50% = H HEATS 1 oa°ia M MOTORS 100% = LM LARGEST MOTOR 125%= L LIGHTING 125% = 4.4 K KITCHEN 65%a; - 0 OTHER: 100%� = 4,8 I I.. _ _... . N. EIl1t PANEL: PAS PROJECT NAME ° SBC.0 I I 11 PROJECT #k 15455 LOCATION:. IT ROOM 130 FED FROI4tt PANEL PA1 11 NOTE CKT CIRCUT NAME' CBSIZE LOAD(WA) . NO. : WW P R Hi AA L K O TOTAL P' , ANEL DESC RIPTION 1 REC - OFFICE IID A 20 I 0.8 0;8 PANEL AMPS : 60 3 REC - OFFICE 110 B 20 41 0":6 06 FEEDER AMPS 60 5 EC - OFFICE 1110 C 20 - 1 1:2 '1 2 L:- L VOLTS : 20:81.' 7 -O 110 RFC F1=#CE A 0 2 1 0 _.9 0.9 _ : _ _ L V N VOLTS _ 120 9 RW - OFFICE 110' B 20 1' ,9 0 0.0' PHASE_ 3 11 #EC - OFFICE I 1 t1 C 20 1 02 0.2 WdE 4 #SEC - OFFICE 1 I0' A 20 1 0.6 1111.111, 0 6 .13 A.IC : I OkA 15 REC -OFFICE I ID' 81 20 11 0.3 0.3, 17 SPARE, C 20 1 19 SPARE' A 20 1: M.L O. X 21 SPA __ B 20 1' ' MAIN CB 23 SPADE G 20 1 FLUSH 2 SPACE A _ SURFACE X 27 SPACE B ISO G1ID _ SPACE A GE C ': FEEE€�--THRU Lt IPSE MMARY ( TOTAL, ALL SECT!01NS.1. REC KVA : 1:8 2 LTS - SECU 1ST -L R: A 2Q 1 1:0':o:: 4 1 LTS - SECU 1ST FLOOR: B11111-1-111111,­ 2Q I 0-61. 1.11 C1,6 : HEATtA,,. 6 LTS:-.SECU SEGU 16T FLOOR _11­ C 20 1' 0.2 0,2 M[3TORKtIA :: 8I 11 SPARE P­111 A 2Q I` LGHTING KVA : 1.8 1D RFC-OFFICEIID€FLO _ . ORBO7 B 20 I 0 2 0.2 KTfGHEN KV'A ; 1 2 ARE _ SPARE .. G 20 1 0THER KVA : U 14 SPARE'' A 20 1 16 ';SPAI'llRE:: B 2Q 1 PHASEA K1(A . 3.3 8 SPARE. C 20 1 Ais'S _ 27.5 20 SPARE: A 20 1 PHASE B KVA : 2 6 22 SPARE: B 20 1 AMPS : 21.7 _ 24 SPARE . . G 20 . PHASECKVA _ 1 .6 26 SPAC1: A AAS _ 13:3. :I 28 SPACE S 30 SPACE= _. C'. II CCTED LOAD _ KVA : 7.5 . AMPS . 11 11DEMAND 2...8 LOAD . KVA :: :8 £ AWS : 22.1 N)TES1REM 4RKS DEMAND/ DIVERSITY FACTORS 1. LOAD DESOWTION DEMAND I R RECEPTACLES - TO 10KVA �, _ 100rQ 1.8 3. RFIuI<1:IN OVER 10KVA 5Dfl/0: = H I I HEATING' I60%4: M MOTORS' 1 DD%o LM LARGEST NDTOR' 125% = L LIGHTING 125% = 2.3 K KITCHEN 65% = CI' OTHER 100%- = 3 9 - EXISTING; PANEL, B PROTECT NAME' SECS PROJECT##: 15055 LOCATION 2ND FLOOR ELECTRICAL ROOM FED FROM: 1200A BUSSED GUTTER NOTE NOTE CI T': CIRCUT NAME CB;SIZE LOAD NO. AM P R H M L K 10 TOTAL PANEL DESCRIPTiC1 1 - REC OFFICE A 201 10 1:0 PANELAttitS : 200 3 REC - OFFICE' B 20 1 12 1.2 FEEDER AMPS : 200' 5 REG - OFFICE C 2 3 1 Q;8 0 8 L- L V OLTS - 208 7 LTS - WA MORTGAGE GAGE A 20 1: 1.1 1.1 L N VOLTS . 12D'. . 9 LTS - WA MORTGAGE . B 20 1'' 0.6' 0:6 PHASE : 3 11 LTS - WA MORTGAGE C 20 1: 03 0.7 NMRE : 4 13 LTS - WA MORTGAGE A 20 I 0.9 _ 0:9 .. I5 LTS - WA MORTGAGE B 20 1 0.4 0A 17 k EC - WA MORTGAGE C 20 1 D 8 0 8< 19 REC - WA MORTGAGE A 20 1 Q 6 0.6', ML:O. j 21, R EC_ WA MORTG ADS B 2Sl 1 06 0,6 MAINCS 23 REG- WA MORTGAGE G 20 1 1.0 1 o FLUSH 25 LTS - 230: A 20 1:: 0.8 R8 SURFACE :X .....11271,.... LTS - 280 _ ....... .. B 20 1 D.7 0;7 ISO GND 29 €SEC -RAIL C 20 1 04 o.A FEED-Ti-IRU 31 REC - }TVA MORTGAGE A 20 1 Iwo 1.0' 33 REC - WA MORTGAGE B 20 1 Q; 8 0,8= 35 REC.- - SUPPLY ROOM C 20 1 04 0.4 37 REC- SUPPLE` ROOM A 20 1 0.4 0A LOADSLumARY' 39 REC- TENANT OFFICES B 20 1 1.0 1.0 ( TOTAL, ALL SECTIONS) 41 RED - TE+lANT OFFiCEs..... G 2t1 1 1:2 1.2... 2 REC - OFFICES A 20 1 0.4 4 D . REC kVA : 2'1.7 4 REC-OFFICES B 20 1 660.6 ... ...... ......____­1. HEAT KVA 6 REC - INTERNATIONALC SHE 20 1 0 $ 0.8 MOTOR KVA : 3;8 8 [LTS - RESTR OOM A 2 0 1 D.S: 0:5 LIGHTING KVA : 143:0 10 :LTS - ' OUTDC3C3R:5OFFCT 8 2 0 1 09 0:9 KITCHEN KVA. 12 LTS -.LOBBY C 20 1i 0.4' 0.4 OTI-ER KVA : 26,0 14 WATER [ OOLER A 20 1'1 0.6 ; 0.6 16 REC EC -P1 ONES B 20 I I 0s2 D 2 PHASE A KVA : 24.2 18 RESTROOM E3EIiA UST FANS _ C 15 1' 43,7 0,7 _. AMPS:: 201.7 1 20 SUBFEED - PANEL F A 100 3 2 7 2.0' 7.1 1118 PHASE B KVA : 21.7 22 '=' B - - 2.0 1.3: T2 10 5 AMPS : 180.8' 24 ' _ C - - 20 0.1: 2.2 60 103 PHABECKVA _ 21.6 26 SPMKILERICOMPRESSOR A 15 3 : 118 0 El AMPS -, 11 1i80.0 28 -:: S - - 0.8 0.8 30 I- __ O - - 0 8 0.8; I 32 I NEC-©F>=]CES A 20 1 I f} ..___ 1.0 CONNECTED LOAD 34 LTG CONTROL B 20 '1 0A 0.1 KVA : 67.5 36 I.REC - OPEN OFFICE C 20 11 1 06 D.6 AMPS : 187.4 3 8 S >_ L�1=FEDPAI\EL-D A 70 3 1 1.1 2:2 3.3' DEMAND LOAD.._............ 4I3 - B - - 0.6 0.9 1 r£3 3.3 KVA : 65.9 42 -- C! �- - 0.4 1.5 0 8 2.7' AMPS : 182.8. NOTESfRE MAID - DEMANDI CIVERSITY FACTORS t PROVIDE NEW B REAMAS SHOWN. REPLACE EKTGi LOAD DESCRIPTION DEMAND SPAREC< RELOCATE IRCUITS IF REQUIRED. R' RECEPTACLES - TO IOKVA 100%Q = 10:O 2. REMM LING OVER I0KVA 5o% = &9 3. IH HEATING 100% = M MOTORS_ 100% = 3;0 LM LARGEST MOTOR 125°f = 1.0 L LIGH-nNG 125% = 20:0 K KITCHEN 65% = O OTHER I 100%fl = 26.0 11 I,L. Z 1. , ,'1- I- �,�I ._1111, 1 1I.I I . RECEIVED CITY OF TUKWILA MAY 19 2015 PERMIT CENTER __. __ EXISTING PANEL.*. PA1 _ _ PROJEI T NAME SECU RZOJECT it, 150W i LOCATIST FL OR`R ECTRIGAL ROOM FEDFROMt PAWL Pit NOTE CKT CIRCUIT NAME CBSIZE. LiOADIKVAI:. Na 0 A P R F' M L K' C3 ` TOTAL PANEL DESCRIPTIOi'; 1 REE- TTB A 20 1 0.2 0.2 PANEL Ate:.: 200' 3 COPYNAC CIE '8 2D ' 7 1.2 1.2I FEEDS AID':: 2af1 5 COFFEE C 20 1' 1.0 11 0 L- L VOLTS-- 208 T REC- C)FFI A 20 1 0.6 0:6 L - N VOLTS.: 120' 9 LTS - CLASSROOM 8 20 :1< 0!5 ; 0.5 PHASE ;' 3 11 R Qi OFFCE C 20 :1 0.8 '0,8: WEE::=: 4. 13 RFC'- £3Qi1': ,. £l 15 RFC:- DOW B 20 ! 1 Q.6 0.6 17 REC.- IOW' C 20 7 0:6 0.6 19 _ TA 1 RFC . 8 A 24 '1 0..8 tf ,8: ML.O: ' X 21 REC - TA 38 B 20 1 1.2 I.2 AIIA IN CB 23 REC - TA 18 C 20 1 0.6 a;6 FLUSH 25 - PRIV T OFF: REC A E _ GEs A 2D - 1 a.8 a.s _ s' A SURFACE :27 REC-PRIUATEOFFIC S' B 20 1 D;6 ! a6' 15OGND 29 :- N TE REC OR A OFFICES CFS C 20 :1 0:6 0.6 FEED T# FxIJ 31 REID - PRIVATE OFFIi A 26 ! 1 0.4 0.4' 33 REC-PRIVATE OFFICES B 20 1 G 8 : . 41.8 35 REC,- PRIVATE OFFICES C 20 1 0.6 ; 0.6 37 FLOATSMFGH A 20 1 I 0_1 a.1 LOADSL"MARY 30 HEAT - SPR LER ROOM .0 20 2 1.0 1,4'' t TOTAL ALL > cT1 ON s }. 41 - C = - to 10': 2 REC- OFFICES A 20: 1 10.0 € 6 14E K.A 184 4 REC OFFICES B 20 !'I 0.8 D.8 HEAT KVA ;t 26.41 6 RFC` -OFF: ' C 2D: ':1 0.8 0,$' MOTOR KVA :' 8 wATER HEATER: A 100 A . . 8.0 8:0" LTGHTIhiG KVA::, 2 3 -10 - B - - 8_D 8I KITCHENKVA 12 ........... ..... .. - ....: ..... - - ._._.... 8_.o . 8,0 OTHER KVA . 8 8 "!4 REG-PRIVATEOFFiCES: A 2D I'1 12 1.:2 16 REG- FWWATEOFFICES B 20 :'1 1.IJ 1.a PHASEA KVA:: `. &O 18 RFC;-PRIVATEOFFICES C 20 1 Di.6 ..... 0'0 Atsl>PS:" 15D:0: 2D 1 REG- PR IVATEOFFIC111. A 20 1 0.8 a.6 PHASE' B KVA:.:: 20I'll.C1 22 RFGI- I ATE3 B 20 "I 0 8 i 0.8. AMPS:. 166 7' 24 _ . REC FLOOR PLUGS C 20 I 0.4 . D.4 PHASE C KVA _ 17.5 26 REO- FLO PLU I A 20 I1 0.4 0.4 1. AMRS 14513 28 -1 REC - OPENOFFIC E S 20 I i 0:9 0.9' 30 REO- OPEN OFFICE C 20 '4. 0.9 0.9' 1 2 3 StJI:3FE; - PANEL PA4 A Ci0 3 1.4 1.0 I 0.9 3.3 Ct I�It IECTECI L EAD 34 - B : - 0.2 0' 6' 1.8 I 2.6 KVA : 55.5 36 - ,C - - 0.2 02' 1.2 I 1.6: AMPS:: 154:1 38 SPARE A 20 1 DEMAND LOAD 40 SPARE. :B 20 1 KVA r`t 51:9 42 SPARE C 2D 1' 1 AMPS : 1 .Q NOTESf�ARKS ' DEMANDfDIVERSITYFACTORS: 1. P}�VIiNEWBfAKER•P;S�uEiE3I�I RERLACET£: LOAD DESCRIPTION AND! SPARE. RELOC1.ATECIRCUTS IF IREQU M R RECEPTACLES =To 10K�IA I00% = 10.0 2 REMAININGOVERIOKVA ... ... .. .. .. ... .. 5.0% = 4.2 . 3: H' HEATING 1Q0% = 2E0 M MOTORS 100a/.1 LM I LARGEST MOTOR: 11fl 1251/6 = L LIGHTING 125% - 2-9 . K KITCHEN 65%: O OTHER; 100°'Q - 8:_8 j NEW PANEL: P'D PROJECT NA ME SECU PROJECT ##: 15055 i LOCATK3I}t BASEMENT MAIN ELECTRICAL ROOM! FED FROM: 1200A BUSSEDGU FFER NOTE_ cKTIIcuTraAl>= CB SIZE LauIrI NO. 8 AMP P 13 H M L E£ 0 TOTAL PANEL 1]ESGRIPTION 1 SUBFEEI - P ANEL PA1 _. . A 20 _ '-3 $.CI s.a I..O 11..DI1. 18_E AMPS PAIL 4D.. 3 1.0 - 8 - 6.2: 9,0 ! 1::1 4.7 20_€l' FEEDFRAMPS : 400 5 - C! - - 5.2 9.Q 0:2 3.1: 17.5 - - L'VOLTS !: 08 L 2 ... 7 SPACE A - 3 - N!VOLTS L 12I ­ 9 11.. _ T3 -, .. :-: PHASE 3 11 _ G - - MARE '_ 4 13 SPACE A - 3' AIC' 42kA 15 - B 17 - C - M L.O: .......... .......... MAIN CB ;X FLUSH SURFACE '•X ISO GNC 1. FI=ED THRI Lj 3 i I' .......... _ .. __ LOAD SummARtf ( TOTAL, ALL SECTION S' }. REC KVA : 24.8: 2 PANEL PA 5 A 2 00 3 2.2 12.6 07' 9.5 25.0' 4 - B - 2.6 7.3 0' 8 9.4. 20.1 HEAT KVA ': 57A 6 - G _ - 1.6' 11,5r 1=2 10.0 24.3 MOTORKVA ': 8 SPACE .__ ..... .. A - ......... 3 LIGHTING KVA.- 5.0' 10 - B - - _. __ KTTC TEN KVA . I2 _ . OTHEF? KVA _ 37.7 14 I SPACE < A - 3 16 - B - - PHASE A KVA : 43.0' 18 G - _ AMPS :_ 358:3' PHASE B KVA ' 40.1 AMPS 3342' PHASE C KVA ; 41.8 ; AMPS :_ 348:3 . . _... . _ CONNECTED CONN LOAD: 11 KVA : 124 9'. AMPS :: 346.7'! _ _ _ jj CEMAND LOAD I L KVA :: 118.8 . IL AMPS :. 329.6 NOTESIREVIARKS `. E 1. I LOAD DESCRIPTION' DHU#Al�t'. 2R ;RECEPTACLES - TO 1QKVA, IWO = 10.€1r 3. P.EMAIN INIG OVER IQKVA 50°fig = 7.4 H HEATING 100% = 57A M MOTORS 100% 1= LM' LARGEST MOTOR 125'% -. L LIGHTING 12511% = 6i 3 K KITCHEN 65% = O OTHER' 100°l0 = 37.7 CHANGES TO PERMIT SET 1. CIRCUIT LOADS CHANGED PER REVISIONS TO POWER & LIGHTING PLANS SEPARA11 -" ® j ffi&Z 'Ad, -A> 0 0 o d' ao a)v W o CY7 N co Z2 � r W an c�i o M 1 N CN a a N N C ,-�L 14, 0CV ti W =co�an o ¢ .� v om � ai U > E3 N U 0 CD cii Lb 0 CD a; o N N N N N a, 2 V _.. = ._ 2 w W >, i2 > C _ ¢ B = m v7 a, z cry L co 0 0 0 ti 0 0 � o ti z w J zw S z w U O o cn Psi!C U W + a) " U -_-0 L (:1114mo) C creating extraordinary spaces www.cr-architects.com 800.469.4949 CONSULTANTS Amm t CASE ENGINE ERING IN G Consulting Electrical Engineers 19515 North Creek Parkway, Suite 302 Bothell, Washington 98011 Phone:425-402-9400 Fax:425-402-9402 ISSUE/REVISION 03/06/2015 PERMIT ISSUE 04/10/2015 BID ISSUE 05/18/2015 PERMIT RESUBMITTAL 01 PROJECT TITLE SECU TENANT IMPROVEMENT f/ 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 900515 ISSUE DATE MARCH 6,2015 SHEET TITLE PANEL SCHEDULES SHEET NO.E901 _. I © 2015 Cole+Russell Architects, Inc U VERIFICATION NOTES: �.. �.. - _- - • �._. ROOM �� tahilUS (;�*� _'= P,-3vlsions Will require a new plan submittal N 6 NAME �., ��.o.v,, Z - an.� may ii cclude additional plan re ,,zew fees. Ci of Tu��ll� 1. IT REMAINS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING 4)EXIT SIGN XXX ROOM TAG ----- BUILDING DIVISION N z w CONDITIONS PRIOR TO THE SUBMISSION OF A BID AND TO THE COMMENCEMENT OF ANY FCLG HEIGHT o WORK. NO ADDITIONAL COMPENSATION WILL BE PAID DUE TO THE CONTRACTOR'S DIRECTION OF EGRESS o a FAILURE TO BECOME ACQUAINTED WITH EXISTING SITE, EXTENTS OF MATERIALS, FINISHES, AND UTILITIES. W ° it 2. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD SE��f`�n i i- �'�:. '=i `JIT W W VERIFY THE LOCATION OF ALL EXISTING UTILITIES HETHER SHOWN OR NO PRIOR TO REQUIRED E F � 0 EXCAVATION. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF THE DISCOVERY OF n,� z o EXISTING UTILITIES NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL VERIFY L:I M2ChG;:iCai EXACT LOCATIONS AND DEPTHS OF UNDERGROUND UTILITY SERVICES BY THE W co W EfElectrical Z APPROPRIATE UTILITY COMPANY PRIOR TO ANY EXCAVATION.00 GrPls,rnbsrtg 0 0 3. THE CONTRACTOR SHALL FIELD LOCATE AND VERIFY ALL LINES AND LIMITS, SETBACKS W J LJ Gc�S Piping AND RESTRICTIONS. IT REMAINS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROJECT TITLE W W W DETERMINE EXACT LOCATION OF ALL SAID BOUNDARIES. City of Tukwila SECU TENANT .0 4. THE CONTRACTOR SHALL VERIFY EXISTING FLOOR LEVELING. VERIFY FLOOR LEVELS ir,l_'='j •�� DIVISIONRECEIVED SURROUNDING THE NEW CONSTRUCTION AND ADJUST TO ACCOMMODATE THE REQUIRED IMPROVEMENT Z CITY ©F TUKWILA o LEVELING OF FLOOR MATERIALS. ALL CHANGE IN LEVELS SHALL MEET ADA W REQUIREMENTS UNLESS OTHERWISE NOTED. IF THERE IS A CONFLICT IN FIELD w CONDITIONS, NOTIFY THE ARCHITECT PRIOR TO CONSTRUCTION OR ORDERING OF MAR • O 9 ZO15 a a MATERIALS. PERMIT CENTER W 5200 SOUTHCENTER BLVD U 5. THE CONTRACTOR SHALL VERIFY THE FINISH FLOOR ELEVATION AT ALL NEW OPENINGS. THE CONTRACTOR SHALL VERIFY SLAB DEPTHS TO ENSURE PROPER TIE-IN. REPORT ANY TUKWILA, WA 98188 DISCREPANCIES FOUND IN THE FIELD IMMEDIATELY TO THE ARCHITECT PRIOR TO MAKING c°, .1 ANY STRUCTURAL MODIFICATIONS OR ORDERING ANY MATERIALS AFFECTED BY THIS COMMISSION No. 215001 DISCREPANCY. ISSUE DATE MARCH 6, 2015 a it 6. FIELD LOCATE AND VERIFY ANY EXISTING MECHANICAL, PLUMBING, ELECTRICAL, AND SHEET TITLE 00 x a a. FIRE PROTECTION SYSTEMS. MAINTAIN IN WORKING ORDER (AND REPAIR IF DAMAGED) COVER SHEET o DURING THE COURSE OF CONSTRUCTION. X W a 7. IF DISCREPANCIES ARE FOUND BETWEEN EXISTING FIELD CONDITIONS AND WHAT IS DRAWING INDEX W Z s SHOWN ON THE '¢ i m DRAWINGS, OR IF DISCREPANCIES ARE IDENTIFIED WITHIN THE CONSTRUCTION ~ of ,n U) DOCUMENTS, NOTIFY THE THE ARCHITECT THROUGH THE RFI (REQUEST FOR U o � 'N INFORMATION) PROCESS TO DETERMINE ACTION TO BE TAKEN. 0: o Ld a � r o I SHEET NO. co W i�100%100 Z x 20ow r 0a Wr U U C) - - - m a © 2015 Cole+Russell Architects, Inc. Q � U U)Z Z- ¢ F_ 0 Z U O W U ~ U Z� o< 0 U O D LL � ZW J F_o 0 Z�- ZZ W W Z O 0I 0 U W J F X Xw W W F-F- W H ZZ) 0 0 = z� �o w W Of ~a = W U EE <a J ¢ J W to � U W 0 U � LLO O " U Lu W W- O a Oa LLI dU LL > U W W a �N W F d 0 z m ¢~ m �w u H N � O ui Er W O '� LL 2 0 m w -W z = ( L � O h U W O a W 00 F- U U ~O P m° E 0 o-- 1 2 3 4 5 6 7 8 I I I I ► I I I LIFE SAFETY PLAN, FIRST LEVEL SCALE: 3/32"=1'-0" CODE INFORMATION JURISDICTION CHAPTER 10: MEANS OF EGRESS BUILDING: TUKWILA BUILDING DIVISION SECTION 1004 - OCCUPANT LOAD CITY OF TUKWILA, WASHINGTON NO CHANGES TO THE EXISTING OCCUPANT LOAD. ADOPTED CODES BUILDING CODE: 2012 INTERNATIONAL BUILDING CODE SECTION 1005 - MEANS OF EGRESS SIZING ELECTRICAL CODE: 2009 WASHINGTON CITIES ELECTRICAL CODE NO CHANGES TO THE EXISTING MEANS OF EGRESS SIZING PLUMBING CODE: 2012 UNIFORM PLUMBING CODE MECHANICAL CODE: 2012 INTERNATIONAL MECHANICAL CODE SECTION 1006 - MEANS OF EGRESS ILLUMINATION FUEL GAS CODE: 2012 INTERNATIONAL FUEL GAS CODE ANY MODIFICATIONS TO EXISTING MEANS OF EGRESS ILLUMINATION SHALL COMPLY WITH ENERGY CODE: 2012 INTERNATIONAL ENERGY CONSERVATION CODE THIS SECTION OF THE IBC. FIRE CODE: 2012 INTERNATIONAL FIRE CODE ACCESSIBILITY CODE: 2009 ICC A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES SECTION 1007 - ACCESSIBLE MEANS OF EGRESS 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN NO CHANGES TO THE EXISTING ACCESSIBLE MEANS OF EGRESS. STATE AND MUNICIPAL CODES: 2012 WASHINGTON STATE-WIDE AMENDMENTS 2012 TUKWILA MUNICIPAL CODE AMENDMENTS SECTION 1008 - DOORS, GATES, AND TURNSTILES 1008.1 DOORS 2012 INTERNATIONAL BUILDING CODE ALL NEW MEANS OF EGRESS DOORS SHALL MEET THE REQUIREMENTS OF THIS SECTION. CHAPTER 3 - USE AND OCCUPANCY CLASSIFICATION 1008.1.1 SIZE OF DOORS NO CHANGES TO EXISTING USE AND OCCUPANCIES ALL NEW MEANS OF EGRESS DOORS COMPLIES PROVIDES A MINIMUM CLEAR OPENING EXISTING OCCUPANCY - BUSINESS (B) WIDTH OF 32", MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEG. THE MAXIMUM WIDTH OF A SWINGING DOOR LEAF DOES NOT CHAPTER 5 - GENERAL BUILDING HEIGHTS AND AREAS EXCEED 48" NOMINAL. NO CHANGES TO EXISTING BUILDING HEIGHTS AND AREAS 1008.1.10 PANIC AND FIRE EXIT HARDWARE CHAPTER 6 - TYPES OF CONSTRUCTION ALL NEW DOORS SERVING GROUP A OCCUPANCY ARE EITHER NOT BE PROVIDED WITH A NO CHANGES TO EXISTING TYPE 5A CONSTRUCTION LATCH OR LOCK OR PROVIDED WITH PANIC HARDWARE. TABLE 601 - FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS SECTION 1011 - EXIT SIGNS TYPE VA CONSTRUCTION RATING IN HOURS EXITS AND EXIT ACCESS DOORS SHALL BE MARKED BY AN APPROVED EXIT SIGN READILY STRUCTURAL FRAME 1 EXISTING VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL. BEARING WALLS EXTERIOR 1 EXISTING SECTION 1014 - EXIT ACCESS INTERIOR 1 EXISTING ALL PLANNED MODIFICATIONS TO EXIT ACCESS COMPLIES WITH THE APPLICABLE NON BEARING WALLS AND PARTITIONS PROVISIONS OF THIS SECTION OF THE IBC. EXTERIOR 1 EXISTING INTERIOR 1 EXISTING AND NEW TABLE 1014.3 COMMON PATH OF TRAVEL OF EGRESS TRAVEL FLOOR CONSTRUCTION 1 EXISTING COMMON PATH OF EGRESS TRAVEL DOES NOT EXCEED 100 FEET. ROOF CONSTRUCTION 1 EXISTING INCLUDING SUPPORTING BEAMS AND JOISTS SECTION 1015 - EXIT AND EXIT ACCESS DOORWAYS 1015.2.1 EXCEPTION 2 CHAPTER 7 - FIRE RESISTANT MATERIALS & CONSTRUCTION SPRINKLERED BUILDING - SEPARATION DISTANCE OF ALL NEW EXITS ARE NOT LESS THAN NO CHANGES TO EXISTING FIRE RESISTANT MATERIALS AND CONSTRUCTION 1/3 OF THE MAXIMUM OVERALL DIAGONAL LENGTH OF THE AREA SERVED. CHAPTER 8 - INTERIOR FINISHES SECTION 1016 - EXIT ACCESS TRAVEL DISTANCE SECTION 803 - WALL AND CEILING FINISHES TABLE 1016.2 EXIT ACCESS TRAVEL DISTANCE EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED 250 FEET. CLASS B: FLAME SPREAD 26-75; SMOKE DEVELOPED 0-450 @ INTERIOR EXIT STAIRWAYS, INTERIOR EXIT RAMPS AND EXIT PASSAGEWAYS SECTION 1018 - CORRIDORS 1018.1 CORRIDOR FIRE RESISTANCE RATING CLASS C: FLAME SPREAD 76-200; SMOKE DEVELOPED 0-450 BUSINESS OCCUPANCY WITH SPRINKLER SYSTEM = 0 HOURS @ ROOMS AND ENCLOSED SPACES 1018.4 DEAD ENDS @ B & R-1 CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIRWAYS AND EXIT ACCESS RAMPS THERE ARE NO DEAD END IN CORRIDORS MORE THAN 50' IN LENGTH. MATERIALS TESTED IN ACCORDANCE WITH THIS SECTION SHALL BE PERMITTED. SECTION 1021 - NUMBER OF EXITS AND EXIT CONFIGURATION NO CHANGES TO THE EXISTING NUMBER OF EXITS. SECTION 804 - INTERIOR FLOOR FINISH INTERIOR FLOOR FINISH AND FLOOR COVERING MATERIALS SHALL COMPLY WITH THIS SECTION. CHAPTER 11 -ACCESSIBILITY NO CHANGES TO EXISTING ACCESIBILITY. CHAPTER 9 - FIRE PROTECTION SYSTEMS SECTION 901 - GENERAL CHAPTER 29 - PLUMBING SYSTEMS FIRE PROTECTION SYSTEMS SHALL BE INSTALLED, REPAIRED, OPERATED AND MAINTAINED IN ACCORDANCE WITH TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES THE IBC CHAPTER 9 AND THE IFC. NO MODIFICATIONS SHALL BE MADE WITHOUT THE APPROVAL OF THE BUILDING OCCUPANT LOAD: 143 MALES 143 FEMALES OFFICIAL. GENERAL CONTRACTOR TO SUBMIT FIRE PROTECTION SYSTEM DRAWINGS TO THE BUILDING FIRE DEPARTMENT FOR APPROVAL. WC(UR) LAV SHO DF* SS* 1/25 <50 1/40 <80 - 1/100 1 SECTION 903 - AUTOMATIC SPRINKLER SYSTEMS 1/50 >50 1/80 >80 ANY MODIFICATIONS TO EXISTING AUTOMATIC SPRINKLER SYSTEMS SHALL BE DESIGNED AND INSTALLED IN TOTAL REQUIRED: 7 5 0 3 1 ACCORDANCE WITH NFPA 13. EXISTING - MEN*: 4 (2) 4 0 EXISTING -WOMEN*: 6 4 0 SECTION 906 - PORTABLE FIRE EXTINGUISHERS EXISTING TO REMAIN - UNISEX: 1 1 0 NO CHANGES TO EXISTING LOCATIONS, CLASS, AND TYPE OF PORTABLE FIRE EXTINGUISHERS. DEMOLISHED - UNISEX: 1 1 1 TOTAL PROVIDED: 13 9 0 0 2 SECTION 907 - FIRE ALARM AND DETECTION SYSTEMS ANY MODIFICATIONS TO EXISTING FIRE ALARM SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE IBC SECTION *NO CHANGE TO EXISTING 907 AND NFPA 72. o ti 0 0 C o co o 04 oD 'n CV n Cj N co C6 CO co 0" o O U- N cm N n O O• 8 04 L� O "' N ti m x CD x o' 0 0 2 — ca CU p v U) 0 0 a o 00 N N CV �> > C Q C�5ca a o C 2 i�5 U m z o cn L o LO zLU F z Q z w ¢ w Psi + a) 4_j U a) U creating extraordinary spaces www.cr-archRects.com 800.469.4949 CONSULTANTS 1 2 3 4 5 6 7 8 I I I I I I I I > ISSUE/REVISION }.X>y_x> 1 T1 ). l ^x) X x> �>.\x)x i.T n>X� ;\. / T\•: T\T�,���� r r '� r r "'r" r r lY ✓y ;>/ �� 03/06/2015 �\PERMIT ISSUE r. r \ , 'r,'x /. iC ��}!Y/.r>/- >( �> r > > `X > h>'>i }fin \ /:�c } r •r�i a }ii ri r by -_ >�Y > r�}/, X n x/ � , v// '` \: ✓, .. r , . .. I I I x x l:' x x x x xJv vex Lr` x" v 'v J >. \ OFFICE �PNGE REVIEWED t�®R 246 MN]E.hOVED,� yx' r .ra� r Fx38 .. .> , >. > v - 2015 P C' Ji 'I'll' r 'X Y T -> TY Y> T T.? l Y>xY /Y} y/� Tr��iY� J> Y T?i > r 1 a r > n�>YrY r✓ �.,> kn Y > > > / I I �A I I CRY Of Tukwila RUILDffiNO DIVISION yy Yk y xky \x'YY x O ^K r3%w9 689 SF > I I I I >� .r /f. r,> I OFFI / ✓r v r / 46 OCCUPANT L AD 'y` r /V r' r '� r"v`r yrY r �' r / r v r v` . .i ,i"., > ..'. -'. ;. .i •.y, ... , .� .. . ,.' > � is z >, r > , is >. > II > MAIL ROO I I — I WORKROOM Mt I I PROJECT TITLE SERVER . > 243 244 ROOM SECU TENANT CONFERENCE r CONFERE 290 > Y' II _ IMPROVEMENT 200 241 I — — — — — OFFICE 245 RECEIVED CITY OF TUKWILA 5200 SOUTHCENTER BLVD I I I I I I I I TUKWILA, WA 98188 a T:x OFFICE _ MAR 0 9 2015 COMMISSION N0. 215001 24o MARCH 6, 2015 8424 SF PERMIT CENTER ISSUE DATE 85 OCCUPANT LOAD SHEET TITLE I I I I ( I CONFERENCE I LIFE SAFETY rrr> 174'TO EXIT PLAN — — I I I I I I I I i LIFE SAFETY PLAN, SECOND LEVEL SCALE: 3/32"= V-0" SHEET NO. G200 © 2015 Cole+Russell Architects, Inc. � U Z Z Q U Z U Z W O U �= U Z Oa � J J OZ) ZW W J =O F U X LL OO Z H �- Z Z W W CO gZ :DO 00 o� � U W J F X W W W W F- z .O U = z S�S U S �o W ~a = W U of J Of W Of_ + U J 0 LL LL0 of U � W w p a of a U W LL i W Na J � w wr a oz v Q= m �r r nX Lo �w � 2 N o� a� t T U N ro � (0 W ~ LLI U tl`1 it W U W p Oa w 00 (D U ~ = W �m a 1 13'-7" 28'-0" 28'-0" 28'-0" 28'-0" 28'-0" 27'-1 11 n DEMOLITION FLOOR PLAN, FIRST LEVEL SCALE: 1 /8"= V-0" NORTH IN 107 VERIFICATION NOTE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CLEARANCES BEFORE STARTING CONSTRUCTION. COMMENCEMENT OF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS. SHOULD DIFFERENT CONDITIONS BE ENCOUNTERED, CONTACT ARCHITECT BEFORE PROCEEDING WITH WORK. GENERAL DEMOLITION NOTES 1. DASHED LINES INDICATE CONSTRUCTION TO BE DEMOLISHED. CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH SITE CONDITIONS AND PHASING PRIOR TO BEGINNING OF WORK & PRIOR TO COMMENCEMENT OF WORK. 2. THE DEMOLITION PLANS ARE DERIVED FROM EXISTING BUILDING PLANS AND SITE VISITS AND ARE INTENDED TO REASONABLY REPRESENT EXISTING CONDITIONS. ACTUAL CONDITIONS MAY DEVIATE FROM THAT SHOWN ON THE DRAWINGS. THE DEMOLITION KEYNOTES IDENTIFY SPECIFIC AREAS OF WORK, BUT MAY NOT BE COMPLETE IN THE IDENTIFICATION OF ALL REMOVALS. THE CONTRACTOR SHALL VERIFY ACTUAL CONDITIONS AND COORDINATE THE DEMOLITION WITH NEW WORK SO THAT DEMOLITION IS COMPLETE. 3. PROVIDE DEMOLITION/ALTERATIONS TO NON-STRUCTURAL ELEMENTS OF BUILDING NOT SPECIFIED TO BE REMOVED, BUT WHICH WOULD OBSTRUCT PROPER EXECUTION OF THE CONTRACT WORK. 4. GC TO COMPLY WITH OSHA REGULATIONS REGARDING SURVEYS OF THE STRUCTURE PRIOR TO AND DURING DEMOLITION OPERATIONS TO PREVENT UNPLANNED COLLAPSE. SURVEYS OF EXISTING CONDITIONS DONE BY THE ARCHITECTS AND ENGINEERS DID NOT INCLUDE DESTRUCTIVE OR EXTENSIVE EXAMINATION OF EXISTING BUILDING COMPONENTS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT UPON UNCOVERING ANY STRUCTURAL, MECHANICAL, ELECTRICAL, OR PLUMBING COMPONENTS THAT ARE NOT INDICATED ON THE CONSTRUCTION DOCUMENTS. NO WORK SHALL PROCEED ON THESE UNCOVERED COMPONENTS WITHOUT DOCUMENTED INSTRUCTION AND DIRECTION FROM THE ARCHITECT, INCLUDING THE DEMOLITION OF ANY UNCOVERED CONCRETE, CMU , STEEL, OR OTHERWISE POTENTIALLY STRUCTURAL CONDITION OR ELEMENTS (WALLS, COLUMNS, ETC.). 5. REMOVE FROM SITE AS SOON AS PRACTICABLE DEMOLISHED MATERIALS, DEBRIS, & RUBBISH. DO NOT ACCUMULATE DEBRIS ON THE FLOOR OR AT THE SITE. 6. ALL BUILDING COMPONENTS AND FINISHES WHICH ARE TO REMAIN IN PLACE SHALL BE PROTECTED FROM DAMAGE, AND IF DAMAGED, SHALL BE REPAIRED OR REPLACED AT NO COST TO THE OWNER. 7. ANY REMOVAL OR ENCAPSULATING OF ASBESTOS CONTAINING MATERIALS MUST BE ACCOMPLISHED BY A LICENSED ASBESTOS ABATEMENT CONTRACTOR. 8. WHERE EXISTING FIRE ALARM DEVICES AND SPRINKLER SYSTEM IS IN CONFLICT WITH NEW WORK, G.C.. SHALL BE RESPONSIBLE FOR RELOCATION OR REWORK OF EXISTING SPRINKLER SYSTEM AND/OR FIRE ALARM DEVICES PER NFPA 13. FIRE PROTECTION SYSTEM SHALL REMAIN ACTIVE THROUGHOUT CONSTRUCTION. 9. CAT, DATA, AND VOICE CABLES TO REMAIN INTACT THROUGHOUT DEMOLITION AND CONSTRUCTION. COORDINATE RELOCATION OF BOXES AND DATA PORTS WITH OWNER PRIOR TO BEGINNING DEMOLITION WORK. 10. FILL ALL HOLES IN FLOOR SLAB WITH CONCRETE AFTER REMOVAL OF PLUMBING LINES, DRAINS, PIPES, ETC. MAINTAIN REQUIRED FIRE RATINGS. 11. REMOVE EXISTING WALLS, DOORS, FLOORING AND CEILING FINISHES BACK TO BASE BUILDING SURFACES AS INDICATED, INCLUDING ADHESIVES AND THINSET MORTAR, U.N.O. 12. PATCH AND REPAIR HOLES IN EXISTING GYP BD PARTITIONS FROM REMOVED EQUIPMENT, MECHANICAL AND ELECTRICAL DEVICES AND OUTLETS, ATTACHMENTS, FURNISHINGS, ETC. 13. PATCH AND REPAIR ALL EXISTING CEILINGS, PARTITIONS, AND FLOORS DISTURBED FOR NEW WORK AND FINISH. 14.MAINTAIN ALL EXISTING SERVICES IN USE AT ALL TIMES UNLESS WRITTEN PERMISSION IS OBTAINED FROM OWNER OR BUILDING MANAGER PRIOR TO THE INTERRUPTION OF ANY SERVICE. COORDINATE INTERRUPTION OF SERVICES WITH BUILDING, CLIENT AND OTHER TENANTS, PRIOR TO INTERRUPTING ANY SERVICE, OR PERFORM SUCH WORK ON OFF HOURS WHEN TENANTS WILL NOT BE AFFECTED BY THE INTERRUPTION. PERMANENTLY RECONNECT ANY SERVICE INTERRUPTED BY DEMOLITION OR ALTERATION WORK, WITHIN AND OUTSIDE THE SCOPE OF WORK. 15. WHERE EXISTING PARTITIONS CONTAIN ELECTRICAL OUTLETS OR SWITCHES, COORDINATE DEMOLITION OF PARTITIONS WITH ELECTRICAL CONTRACTOR. ALL ELECTRICAL TERMINATIONS TO BE PERFORMED BY ELECTRICAL CONTRACTOR. 16. WHERE EXISTING ELECTRICAL EQUIPMENT IS DESIGNATED TO BE REMOVED, IT SHALL BE COMPLETELY REMOVED WITH ALL ASSOCIATED BOXES, SUPPORTS, AND DEVICES. ALL WIRING AND CONDUIT SHALL BE REMOVED COMPLETELY BACK TO THE FIRST ITEM LEFT UNAFFECTED BY REMOVAL. CONDUIT THAT IS BURIED OR OTHERWISE INACCESSIBLE SHALL BE ABANDONED. IN SUCH CASES CONTRACTOR SHALL PULL ALL WIRE FROM THE CONDUIT AND REMOVE ALL ITEMS PROTRUDING FROM THE FINISHED SURFACE. DEMO KEYNOTES D-107 REMOVE FLOOR FINISHES COMPLETE DOWN TO SLAB. PREPARE FOR NEW FINISH SURFACE D-123 REMOVE LOW WALLS AND FINISHES D-124 REMOVE FIXTURES D-125 REMOVE GLAZING D-126 REMOVE EXISTING WALLS AND FINISHES D-127 REMOVE DOOR AND FRAME. TYPICAL AT ALL DOORS TO BE DEMOLISHED. D-128 WALL LOCATION TO BE MAINTAINED AT NEW CONSTRUCTION. DEMOLISH AS NEEDED AND PREPARE AS REQUIRED FOR TENANT IMPROVEMENTS LO CO 3 C' N co U_j Cj n ch N C'M ti lcJ ch O CD d N m CV 0 CD LNf) p tf'� O 'aN co _ ib x rn o o ca C ({7 o ca U 0 0 Nco co N 2 0 C 2 � U Lo z U) L. cD o ti Lo creating extraordinary spaces www.cr-architects.com 800.469.4949 CONSULTANTS ISSUE/REVISION . 0 R APPROVED MAR 18 2015 City of Tukwila BUILDfNIG DIVISION RECEIVED CITY OF TUKWILA MAR. 0 9 2015 PERMIT CENTER 0_1 03/06/2015 PERMIT ISSUE PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 215001 ISSUE DATE MARCH 6, 2015 SHEET TITLE EXISTING WALL TO REMAIN. DEMOLITION EXISTING ITEM TO REMAIN. FLOOR PLAN, EXISTING WALL TO BE REMOVED. FIRST LEVEL — — — — EXISTING ITEM TO BE REMOVED. DOOR AND FRAME TO BE REMOVED COMPLETE WITH SHEET N0. ALL HARDWARE. J IAD1 11 V Cole+Russell Architects, Inc. a)vk LEGEND VERIFICATION NOTE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CLEARANCES BEFORE STARTING CONSTRUCTION. COMMENCEMENT OF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS. S\ ARENDS WASHINGTON 2(j Z? Q� Z U Z W O U ~ U Z Q O J M Q� to OZ) Z w x0 FU O LL 00 Z H F- Z Z W W W Z �0 U U o ~ U W J X W W W H H W� Z� 0 Z ro U W af ~a =w U Qa J Cf) W� 2 � U W 00 LL LL 0 F U uj WU a 0a a U >W uja J o- W uJ a oZ n ¢= m t0 D W 0 2 N (Lw w0 LL O U W ~ U 20 F 0o U W p 0a w 00 a2 U O t- m- a n 1 13'-7" 2&-0" 28'-0" 28'-0" 28'-0" 28'-0" 27'-1 " n DEMOLITION FLOOR PLAN, SECOND LEVEL SCALE: 1 /8"= V-0" IN NORTH 0-1 n n SHOULD DIFFERENT CONDITIONS BE ENCOUNTERED, CONTACT ARCHITECT BEFORE PROCEEDING WITH WORK. GENERAL DEMOLITION NOTES 1 DASHED LINES INDICATE CONSTRUCTION TO BE DEMOLISHED. CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH SITE CONDITIONS AND PHASING PRIOR TO BEGINNING OF WORK & PRIOR TO COMMENCEMENT OF WORK. 2. THE DEMOLITION PLANS ARE DERIVED FROM EXISTING BUILDING PLANS AND SITE VISITS AND ARE INTENDED TO REASONABLY REPRESENT EXISTING CONDITIONS. ACTUAL CONDITIONS MAY DEVIATE FROM THAT SHOWN ON THE DRAWINGS. THE DEMOLITION KEYNOTES IDENTIFY SPECIFIC AREAS OF WORK, BUT MAY NOT BE COMPLETE IN THE IDENTIFICATION OF ALL REMOVALS. THE CONTRACTOR SHALL VERIFY ACTUAL CONDITIONS AND COORDINATE THE DEMOLITION WITH NEW WORK SO THAT DEMOLITION IS COMPLETE. 3. PROVIDE DEMOLITION/ALTERATIONS TO NON-STRUCTURAL ELEMENTS OF BUILDING NOT SPECIFIED TO BE REMOVED, BUT WHICH WOULD OBSTRUCT PROPER EXECUTION OF THE CONTRACT WORK. 4. GC TO COMPLY WITH OSHA REGULATIONS REGARDING SURVEYS OF THE STRUCTURE PRIOR TO AND DURING DEMOLITION OPERATIONS TO PREVENT UNPLANNED COLLAPSE. SURVEYS OF EXISTING CONDITIONS DONE BY THE ARCHITECTS AND ENGINEERS DID NOT INCLUDE DESTRUCTIVE OR EXTENSIVE EXAMINATION OF EXISTING BUILDING COMPONENTS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT UPON UNCOVERING ANY STRUCTURAL, MECHANICAL, ELECTRICAL, OR PLUMBING COMPONENTS THAT ARE NOT INDICATED ON THE CONSTRUCTION DOCUMENTS. NO WORK SHALL PROCEED ON THESE UNCOVERED COMPONENTS WITHOUT DOCUMENTED INSTRUCTION AND DIRECTION FROM THE ARCHITECT, INCLUDING THE DEMOLITION OF ANY UNCOVERED CONCRETE, CMU STEEL, OR OTHERWISE POTENTIALLY STRUCTURAL CONDITION OR ELEMENTS (WALLS, COLUMNS, ETC.). 5. REMOVE FROM SITE AS SOON AS PRACTICABLE DEMOLISHED MATERIALS, DEBRIS, & RUBBISH. DO NOT ACCUMULATE DEBRIS ON THE FLOOR OR AT THE SITE. 6. ALL BUILDING COMPONENTS AND FINISHES WHICH ARE TO REMAIN IN PLACE SHALL BE PROTECTED FROM DAMAGE, AND IF DAMAGED, SHALL BE REPAIRED OR REPLACED AT NO COST TO THE OWNER. 7. ANY REMOVAL OR ENCAPSULATING OF ASBESTOS CONTAINING MATERIALS MUST BE ACCOMPLISHED BY A LICENSED ASBESTOS ABATEMENT CONTRACTOR. 8. WHERE EXISTING FIRE ALARM DEVICES AND SPRINKLER SYSTEM IS IN CONFLICT WITH NEW WORK, G.C.. SHALL BE RESPONSIBLE FOR RELOCATION OR REWORK OF EXISTING SPRINKLER SYSTEM AND/OR FIRE ALARM DEVICES PER NFPA 13. FIRE PROTECTION SYSTEM SHALL REMAIN ACTIVE THROUGHOUT CONSTRUCTION. 9. CAT, DATA, AND VOICE CABLES TO REMAIN INTACT THROUGHOUT DEMOLITION AND CONSTRUCTION. COORDINATE RELOCATION OF BOXES AND DATA PORTS WITH OWNER PRIOR TO BEGINNING DEMOLITION WORK. 10. FILL ALL HOLES IN FLOOR SLAB WITH CONCRETE AFTER REMOVAL OF PLUMBING LINES, DRAINS, PIPES, ETC. MAINTAIN REQUIRED FIRE RATINGS. 11. REMOVE EXISTING WALLS, DOORS, FLOORING AND CEILING FINISHES BACK TO BASE BUILDING SURFACES AS INDICATED, INCLUDING ADHESIVES AND THINSET MORTAR, U.N.O. 12. PATCH AND REPAIR HOLES IN EXISTING GYP BD PARTITIONS FROM REMOVED EQUIPMENT, MECHANICAL AND ELECTRICAL DEVICES AND OUTLETS, ATTACHMENTS, FURNISHINGS, ETC. 13. PATCH AND REPAIR ALL EXISTING CEILINGS, PARTITIONS, AND FLOORS DISTURBED FOR NEW WORK AND FINISH. 14.MAINTAIN ALL EXISTING SERVICES IN USE AT ALL TIMES UNLESS WRITTEN PERMISSION IS OBTAINED FROM OWNER OR BUILDING MANAGER PRIOR TO THE INTERRUPTION OF ANY SERVICE. COORDINATE INTERRUPTION OF SERVICES WITH BUILDING, CLIENT AND OTHER TENANTS, PRIOR TO INTERRUPTING ANY SERVICE, OR PERFORM SUCH WORK ON OFF HOURS WHEN TENANTS WILL NOT BE AFFECTED BY THE INTERRUPTION. PERMANENTLY RECONNECT ANY SERVICE INTERRUPTED BY DEMOLITION OR ALTERATION WORK, WITHIN AND OUTSIDE THE SCOPE OF WORK. 15.WHERE EXISTING PARTITIONS CONTAIN ELECTRICAL OUTLETS OR SWITCHES, COORDINATE DEMOLITION OF PARTITIONS WITH ELECTRICAL CONTRACTOR. ALL ELECTRICAL TERMINATIONS TO BE PERFORMED BY ELECTRICAL CONTRACTOR. 16.WHERE EXISTING ELECTRICAL EQUIPMENT IS DESIGNATED TO BE REMOVED, IT SHALL BE COMPLETELY REMOVED WITH ALL ASSOCIATED BOXES, SUPPORTS, AND DEVICES. ALL WIRING AND CONDUIT SHALL BE REMOVED COMPLETELY BACK TO THE FIRST ITEM LEFT UNAFFECTED BY REMOVAL. CONDUIT THAT IS BURIED OR OTHERWISE INACCESSIBLE SHALL BE ABANDONED. IN SUCH CASES CONTRACTOR SHALL PULL ALL WIRE FROM THE CONDUIT AND REMOVE ALL ITEMS PROTRUDING FROM THE FINISHED SURFACE. DEMO KEYNOTES D-107 REMOVE FLOOR FINISHES COMPLETE DOWN TO SLAB. PREPARE FOR NEW FINISH SURFACE D-123 REMOVE LOW WALLS AND FINISHES D-124 REMOVE FIXTURES D-125 REMOVE GLAZING D-126 REMOVE EXISTING WALLS AND FINISHES D-127 REMOVE DOOR AND FRAME. TYPICAL AT ALL DOORS TO BE DEMOLISHED. D-128 WALL LOCATION TO BE MAINTAINED AT NEW CONSTRUCTION. DEMOLISH AS NEEDED AND PREPARE AS REQUIRED FOR TENANT IMPROVEMENTS RECEIVED CITY OF TUKWILA MAR, 0 9 2015 PERMIT CENTER LEGEND EXISTING WALL TO REMAIN. EXISTING ITEM TO REMAIN. EXISTING WALL TO BE REMOVED. U) ti� oo(000 CD N 0 M N ib M .�, O N m � N d O O V iS NO � O V N '0 _ 00 x 0 0 ca U 0 v U 0 Nco cm w N Q Cn C O` ULo V m z in CD o creating extraordinary spaces www.cr-archAects.com 800.469.4949 CONSULTANTS ISSUE/REVISION 0) a) U N U Cu 03/06/2015 PERMIT ISSUE PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 215001 ISSUE DATE MARCH 6.2015 SHEET TITLE DEMOLITION FLOOR PLAN, SECOND LEVEL EXISTING ITEM TO BE REMOVED. DOOR AND FRAME TO BE REMOVED COMPLETE WITH SHEET NO. AD1 12 4wvowv © 2015 Cole+Russell Architects, Inc. A — Al o- - 0 2 Ci fA Z z- a� Z W 0 U= ~ U Z 0 Q � J 0 U OZ) z+ _W =o H U W LL 00 Z�- �-Z ww U �Z �o UU O F- 0 U W J H X Er W W w F- W� zD U = Z � U W H Q =w U W QLL J � u� c~ D_ + U w J Vo LL LL 0 F- U LL, W W 0 a 0a LLv LL >w Fba W wF a Q= Z) W "; N LL' O L W O V LL m W to W fn A 0. LU V W p O a W 00 (0 U ~ 2 W OJ 03'a 2 3 4 5 T D-309 I /P. \ I I I I DEMOLITION CEILING PLAN. FIRST LEVEL SCALE: 1 /8"= V-0" VERIFICATION NOTE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CLEARANCES BEFORE STARTING CONSTRUCTION. COMMENCEMENT OF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS. SHOULD DIFFERENT CONDITIONS BE ENCOUNTERED, CONTACT ARCHITECT BEFORE PROCEEDING WITH WORK. GENERAL DEMOLITION NOTES A. ITEMS SHOWN AS DASHED ARE TO BE REMOVED UNLESS NOTED OTHERWISE. REFER TO PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION AND PATCHING BY THE GENERAL CONTRACTOR. B. THE OWNER SHALL RESERVE THE RIGHT TO CLAIM ANY MATERIALS THAT ARE BEING DEMOLISHED PRIOR TO THE CONTRACTOR DISPOSING OF THEM OFF SITE. C. "CEILING" DENOTES CEILING MATERIALS INCLUDING SUSPENSION SYSTEMS, ADHESIVE RESIDUALS, MOLDINGS, UP TO BUT EXCLUSIVE OF STRUCTURAL MATERIALS. D. AFTER THE DEMOLITION OF MATERIALS, THE RESULTING EXPOSED SURFACE SHALL BE SMOOTH, FLUSH WITH EXISTING CONDITIONS, FREE OF ALL LOOSES OR DAMAGED MATERIAL AND PREPARED PRIOR TO RECEIVING NEW FINISHES. E. MECHANICAL, ELECTRICAL, AND PLUMBING ITEMS THAT ARE CAPPED AND ABANDONED SHALL BE LOCATED BEHIND FINAL FINISH SYSTEMS. FILL HOLE WITH MATERIAL FLUSH AND SMOOTH TO MATCH ADJACENT SURFACE. F. MATERIALS OF DEMOLITION SHALL BE DISPOSED OF LEGALLY OFF SITE UNLESS DIRECTED OTHERWISE BY OWNER. G. DEMOLITION CONTRACTOR IS TO VERIFY HIS WORK IN THE FIELD WITH THE DEMOLITION DRAWINGS. REPORT DISCREPANCIES TO THE ARCHITECT. H. CONTRACTOR SHALL NOTIFY OWNER IN ADVANCE WHEN OWNER REMOVED ITEMS NEED TO BE REMOVED. I. MAINTAIN ALL EGRESS EXITS AND LIFE SAFETY DEVICES WHILE PERFORMING DEMOLITION WORK. COORDINATE EXITING WITH OWNER AND LOCAL FIRE DEPARTMENT BEFORE COMMENCING WORK. J. CONTRACTOR TO PROVIDE TEMPORARY SUPPORT OF ALL ELECTRICAL, HVAC AND/OR LIGHTING DEVICES TO REMAIN AT CEILING DEMOLITION AREAS. CD LO CD o co N oR to CO � m N lo m cn cN Iq r- a a co a N GV o 0 o L r co o R U p u 0 0 w o N V co ca Q a d _ o C O` V m Z co O r.- O Co z W Un F U ~ Z Z_ U o 0 to 0) W a) a 4-+ CU K. RESPECT & PROTECT WARRANTY MATERIALS TO REMAIN MECHANICAL, TECHNOLOGY, ETC) L. ALL BUILDING COMPONENTS AND FINISHES WHICH ARE TO REMAIN IN PLACE SHALL BE PROTECTED FROM DAMAGE, AND IF DAMAGED, SHALL BE REPAIRED OR REPLACED AT NO COST TO THE OWNER. DEMOLITION KEYNOTES D-309 REMOVE ALL LIGHT FIXTURES, CEILING GRID, CEILING PANELS, INSULATION ABOVE CEILING AND SUPPORTS. LEGEND LIGHTS TO REMAIN IN EXISTING LOCATIONS. LIGHTS TO BE REMOVED. COORDINATE WITH KROGER PROJECT ENGINEER FOR REMOVAL OF FIXTURES. ® STRIP FLUORESCENT LIGHT FIXTURE TO REMAIN. ..ate STRIP FLUORESCENT LIGHT FIXTURE TO BE REMOVED. 0 LIGHTS TO REMAIN IN EXISTING LOCATIONS. C-� LIGHTS TO BE REMOVED. O CAN LIGHT FIXTURE TO REMAIN. WALL MOUNTED LIGHT FIXTURE TO REMAIN. i` WALL MOUNTED LIGHT FIXTURE TO BE REMOVED. ® EXIT LIGHT TO REMAIN. RECEWED CITY OF TUKWILA 6D EXIT LIGHT TO BE REMOVED. TRACK LIGHTING TO BE REMOVED. MAR O 9 2015 EXTENT OF CEILING GRID TO BE REMOILtIB. RMIT CENTER fi t rt CEILING GRID TO BE REMOVED. 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SECOND LEVEL SCALE: 1 /8"= 1 1-0" D-309 VERIFICATION NOTE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CLEARANCES BEFORE STARTING CONSTRUCTION. COMMENCEMENT OF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS. SHOULD DIFFERENT CONDITIONS BE ENCOUNTERED, CONTACT ARCHITECT BEFORE PROCEEDING WITH WORK. GENERAL DEMOLITION NOTES A. ITEMS SHOWN AS DASHED ARE TO BE REMOVED UNLESS NOTED OTHERWISE. REFER TO PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION AND PATCHING BY THE GENERAL CONTRACTOR. B. THE OWNER SHALL RESERVE THE RIGHT TO CLAIM ANY MATERIALS THAT ARE BEING DEMOLISHED PRIOR TO THE CONTRACTOR DISPOSING OF THEM OFF SITE. C. "CEILING" DENOTES CEILING MATERIALS INCLUDING SUSPENSION SYSTEMS, ADHESIVE RESIDUALS, MOLDINGS, UP TO BUT EXCLUSIVE OF STRUCTURAL MATERIALS. D. AFTER THE DEMOLITION OF MATERIALS, THE RESULTING EXPOSED SURFACE SHALL BE SMOOTH, FLUSH WITH EXISTING CONDITIONS, FREE OF ALL LOOSES OR DAMAGED MATERIAL AND PREPARED PRIOR TO RECEIVING NEW FINISHES. E. MECHANICAL, ELECTRICAL, AND PLUMBING ITEMS THAT ARE CAPPED AND ABANDONED SHALL BE LOCATED BEHIND FINAL FINISH SYSTEMS. FILL HOLE WITH MATERIAL FLUSH AND SMOOTH TO MATCH ADJACENT SURFACE. F. MATERIALS OF DEMOLITION SHALL BE DISPOSED OF LEGALLY OFF SITE UNLESS DIRECTED OTHERWISE BY OWNER. G. DEMOLITION CONTRACTOR IS TO VERIFY HIS WORK IN THE FIELD WITH THE DEMOLITION DRAWINGS. REPORT DISCREPANCIES TO THE ARCHITECT. H. CONTRACTOR SHALL NOTIFY OWNER IN ADVANCE WHEN OWNER REMOVED ITEMS NEED TO BE REMOVED. I. MAINTAIN ALL EGRESS EXITS AND LIFE SAFETY DEVICES WHILE PERFORMING DEMOLITION WORK. COORDINATE EXITING WITH OWNER AND LOCAL FIRE DEPARTMENT BEFORE COMMENCING WORK. J. CONTRACTOR TO PROVIDE TEMPORARY SUPPORT OF ALL ELECTRICAL, HVAC AND/OR LIGHTING DEVICES TO REMAIN AT CEILING DEMOLITION AREAS. K. RESPECT & PROTECT WARRANTY MATERIALS TO REMAIN MECHANICAL, TECHNOLOGY, ETC) L. ALL BUILDING COMPONENTS AND FINISHES WHICH ARE TO REMAIN IN PLACE SHALL BE PROTECTED FROM DAMAGE, AND IF DAMAGED, SHALL BE REPAIRED OR REPLACED AT NO COST TO THE OWNER. DEMOLITION KEYNOTE S ES D-309 REMOVE ALL LIGHT FIXTURES, CEILING GRID, CEILING PANELS, INSULATION ABOVE CEILING AND SUPPORTS. LEGEND LIGHTS TO REMAIN IN EXISTING LOCATIONS. LIGHTS TO BE REMOVED. COORDINATE WITH KROGER PROJECT ENGINEER FOR REMOVAL OF FIXTURES. ® STRIP FLUORESCENT LIGHT FIXTURE TO REMAIN. STRIP FLUORESCENT LIGHT FIXTURE TO BE REMOVED. 0 LIGHTS TO REMAIN IN EXISTING LOCATIONS. C7 LIGHTS TO BE REMOVED. ® CAN LIGHT FIXTURE TO REMAIN. WALL MOUNTED LIGHT FIXTURE TO REMAIN. 14` WALL MOUNTED LIGHT FIXTURE TO BE REMOVED. ® EXIT LIGHT TO REMAIN. 0 EXIT LIGHT TO BE REMOVED. TRACK LIGHTING TO BE REMOVED. RECEIVED CITY OF TUKWILA — — EXTENT OF CEILING GRID TO BE REMOVED. MAR 0 9 2015 CEILING GRID TO BE REMOVED. PERMIT CENTER CEILING GRID TO REMAIN. o � co CO o co o N ao U'� C', n C7 N C6 CO " CO LL7 7 CA O C' O d N Ch � N d O O Lcj o uD o _ � x o o U C1 ca 53 U) O o a> o N N w — Q o o C 2cn Cn U > In z U)O 1— o to o F W> O z � � U z w Q w U m co creating extraordinary spaces www.cr-architects.com 800.469.4949 CONSULTANTS ISSUE/REVISION AP oVED MAR • 2015 CitY Of Tukwila ZDINC DIVISION • •t':rr GYPSUM BD. SOFFIT TO BE REMOVED. ALU UM OFFIT TO BE REMOVED. �1 Em C .0) W 70 L— Cz 03/06/2015 PERMIT ISSUE PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 215001 ISSUE DATE MARCH 6, 2015 SHEET TITLE DEMOLITION REFLECTED CEILING PLAN, SECOND LEVEL SHEET NO. AD1 22 © 2015 Cole+Russell Architects, Inc 2 U Z Z Q H U Z W O U ~ U Z� 0¢ J ofC0 0Z) LL Ir Z W =0 F- U � LL 00 Zr F- Z w W Z 0 � U U O F- 0 U W J =a F-x M W ww =_ F- F- LU F- z D 0 U = Z ysc� U S W F Q =a U w Qa J QJ W u) � U W J O 0 LL LL 0� U Lu (L 0 Ouj a LL U LL W n. J U) W wF a oZ Q= Lo �-F- W"' 0 _ N d 0 4l wo :5 LLF 0 2 a — w ~, _ wI 20 s Z), H U W p 00 LLJ U)o 0 = W J F- m'a 1 2 3 4 5 6 7 8 I I I I I I I I FLOOR PLAN, FIRST LEVEL SCALE: 1 /8"= V-0" TO REMAIN LOCKED NORTH GENERAL NOTES 1. REFER TO INTERIOR DESIGN DRAWINGS FOR DETAILED INSTRUCTIONS ON DEMOLITION, PLANS, MATERIALS, FINISHES, TRANSITIONS, AND LIMITS. 2. INSTALL ALL NEW (N) WALLS SO EXISTING (E) FINISH MATERIAL ALIGNS WITH NEW FINISH MATERIAL, VERIFY EXISTING FINISHES ON SITE. REFER TO INTERIOR DESIGN DRAWINGS FOR SCHEDULE OF FINISHES. 3. DIMENSIONS INDICATED ARE FINISH TO FINISH, U.N.O. CONTRACTOR TO FIELD VERIFY WORKABILITY OF DIMENSIONS 4. REFER TO INTERIOR DESIGN DRAWINGS FOR FIXTURES, FURNITURE, AND EQUIPMENT. 5. NOTIFY ARCHITECT OF ANY DISCREPANCIES. KEYNOTES 08-085 REBUILD WALL AS NEEDED TO RECEIVE NEW SCHEDULED MATERIALS & FINISHES LEGEND 0 DOOR TAG OX WINDOW TAG ,.-- HEIGHT MODIFIER 8'-9" 61 WALL TAG WALL MODIFIER Ox ACCESSORY TAG RE: A4.1 EXISTING WALL TO REMAIN o � co co O v co m O (V a0LO N ,� ch N OD(M co ti CO m O O O d N m N d O O Ln NO u-J O N 00 H 0 O ' — N C > 0 E! ca U cD .33 d o O a, o Nco N N N � = a cu is _ 0-- c _ o C U-) U m Z w O r— O (O O (p l(J O creating extraordinary spaces www.cr-archftects.com 800.469.4949 CONSULTANTS ISSUE/REVISION W L- 4—j U N W 03/06/2015 PERMIT ISSUE PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 215001 RECEIVED ISSUE DATE MARCH 6, 2015 CITY OF TUKWILA SHEET TITLE MAR, 0 9 2015 FLOOR PLAN PERMIT CENTER FIRST LEVEL SHEET NO. Alll dw now © 2015 Cole+Russell Architects, Inc. :E U Z Q U Z� 0 U O W U ~ U za OQ � J OD LL of ZW i0 H U E LL 00 z�- wZ 0 C=7 U 0� U W J xa �x wW w W� . 0 U zs HD W f= a =w U of as Q J W 7j to c� �x � U 0 U of LL LLO Or U W w0 a Ea av LL > W �a J co w= a 0 z u� Q x Lo of H F- Z) w "o 0 H N 0 ui w0 LL 2 0 q- W > w o. �0 F- U W Oa w 00 �- U U 0 F m °• d 1 2 3 4 5 6 7 8 FLOOR PLAN, SECOND LEVEL SCALE: 1 /8"=1'-0" NORTH GENERAL NOTES 1. REFER TO INTERIOR DESIGN DRAWINGS FOR DETAILED INSTRUCTIONS ON DEMOLITION, PLANS, MATERIALS, FINISHES, TRANSITIONS, AND LIMITS. 2. INSTALL ALL NEW (N) WALLS SO EXISTING (E) FINISH MATERIAL ALIGNS WITH NEW FINISH MATERIAL, VERIFY EXISTING FINISHES ON SITE. REFER TO INTERIOR DESIGN DRAWINGS FOR SCHEDULE OF FINISHES. 3. DIMENSIONS INDICATED ARE FINISH TO FINISH, U.N.O. CONTRACTOR TO FIELD VERIFY WORKABILITY OF DIMENSIONS 4. REFER TO INTERIOR DESIGN DRAWINGS FOR FIXTURES, FURNITURE, AND EQUIPMENT. 5. NOTIFY ARCHITECT OF ANY DISCREPANCIES. KEYNOTES 08-085 REBUILD WALL AS NEEDED TO RECEIVE NEW SCHEDULED MATERIALS & FINISHES LEGEND O DOOR TAG OX WINDOW TAG �� HEIGHT MODIFIER 8 9 g1 WALL TAG WALL MODIFIER Ox ACCESSORY TAG RE: A4.1 EXISTING WALL TO REMAIN o g Co CID o CV C C\1 C C7 N W c7 Co . ti CO LCJ m m O d M d N d Ll N �O O ,N NO L� O N r Cp = N x ol O C 7 co C v 0 0w o Noo N w N UJ o a o c o mLo Z u) o „ O CO ti C[) H W z Q� CO z g z w ¢ w v o o U) creating extraordinary spaces www.er-architects.com 800.469.4949 CONSULTANTS ISSUE/REVISION APPROVED RECEWED CITY OF TUKWILA 0) U) 70 03/06/2015 PERMIT ISSUE PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 215001 ISSUE DATE MARCH 6.2015 SHEET TITLE MAR 0 9 2015 - FLOOR PLAN PERMIT CENTER SECOND LEVEL SHEET NO. Al 12 © 2015 Cole+Russell Architects, Inc. 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REFER TO INTERIOR DESIGN DRAWINGS FOR SCHEDULE OF FINISHES. 3. DIMENSIONS INDICATED ARE FINISH TO FINISH, U.N.O. CONTRACTOR TO FIELD VERIFY WORKABILITY OF DIMENSIONS 4. NOTIFY ARCHITECT -OF ANY DISCREPANCIES. 5. REFER TO ELECTRICAL DRAWINGS FOR LIGHTING AND SWITCHING DESIGN. KEYNOTES - ILING PLAN ILIN SH CE 09 001 ED CE G. RE: FINI FINISH RE - RIC D RAWINGS 26 001 FIXTU RE: ELECT LIGHT LEGEND LIGHTS IN EXISTING LOCATIONS. 0 LIGHTS RELOCATED. NEW LIGHT FIXTURES. SEE SHEET E6.2.5 FOR LUMINAIRE SCHEDULE. - — - EXTENT OF NEW CEILING GRID. NEW CEILING GRID. EXISTING CEILING GRID. .'3s'�. GYPSUM BOARD CEILING. RE: ROOM FINISH SCHEDULE. ® VINYL SOFFIT. DIRECTION AS INDICATED ON PLAN. o RECESSED LIGHT FIXTURE OR PENDANT LIGHT FIXTURES. 0 SURFACE MOUNTED LIGHT FIXTURES. 6 EXTERIOR WALL MOUNTED LIGHT FIXTURES. 0 EXIT LIGHTS. RECEfVED CITY OF TUKWILA TRACK LIGHTING. �a TRACK LIGHTING. MAR' 0 9 2015 ® COOLER/FREEZER LIGHTS. PERMIT CENTER — STRIP FLUORESCENT LIGHT FIXTURES. =-o--� WAL LI S. y (J DOC HT . ow S.ARENDS WAStUNGTON �_ o � 05 N r C-i � M M 1[) N ti o aND � N O M O 0- p m a O � O N V O LNCJ � _ 0 N � o t• x m a' tQ 6 6 � ,_ N U 0 0 0 � c a o N d _N N - N = w N -5 . 2 � C6 N 7 Q 0- a 0 c O 2 ,n 1� U) Z O � U) CO LE F- Z U � Z � ul Q Z_ U O � � 0) U) ^+ a) .� ca creating extraordinary spaces www.cr-architects. com 800.469.4949 N ULTANTS CO S ISSUE/REVISION 03/06/2015 PER MIT ISSUE PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 215001 ISSUE DATE MARCH 6, 2015 SHEET TITLE REFLECTED CEILING PLAN, FIRST LEVEL SHEET NO. E A191 © 2015 Cole+Russell Architects, Inc. GENERAL NOTES 1. REFER TO INTERIOR DESIGN DRAWINGS FOR DETAILED INSTRUCTIONS ON DEMOLITION, PLANS, MATERIALS, FINISHES, TRANSITIONS, AND LIMITS. S. ARE DS WASHINGTON a-- a- D � U Z Z Q FU Z - U W O U ~ U Z OQ J U) 0 U)Om LL m Z W =o 1-0 0 z�- Zz W W Z �O o� C U W X �W ww xx F- W� zoo U = Z� Fo w ~a = W U W QLL J QJ W D~ X_ + U W J 0 LL LL0 Oy� F U 1 W W p 0- 0a a U WLL >W ma J � W W F=- a.0 z u� Q = to �-F W Ir m =) W 0 H N O ui W O = LL ~ O � (A W j zD O. �o U W p Oo LL S W J REFLECTED CEILING PLAN, SECOND LEVEL SCALE: 1 /8"= V-0" G RTH 2. INSTALL ALL NEW (N) CEILING SO EXISTING (E) FINISH MATERIAL MATCHES AND ALIGNS WITH (N) FINISH MATERIAL, VERIFY EXISTING FINISHES ON SITE. REFER TO INTERIOR DESIGN DRAWINGS FOR SCHEDULE OF FINISHES. 3. DIMENSIONS INDICATED ARE FINISH TO FINISH, U.N.O. CONTRACTOR TO FIELD VERIFY WORKABILITY OF DIMENSIONS 4. NOTIFY ARCHITECT OF ANY DISCREPANCIES. 5. REFER TO ELECTRICAL DRAWINGS FOR LIGHTING AND SWITCHING DESIGN. KEYNOTES 09-001 FINISHED CEILING. RE: FINISH CEILING PLAN 26-001 LIGHT FIXTURE - RE: ELECTRIC DRAWINGS LO d g � co co o (V l(� V ri CN co v� m n co LLJ M d) O O d N M � N O O IN NO L0 O V N ti co H C N 0 o m o co co N N to N T � j zi d N c Q (D (A u d c C Cn U m Z U) O O (O O cp (J O O Ln creating extraordinary spaces www.cr-archftects.com 800.469.4949 CONSULTANTS ISSUE/REVISION REVIE'01ED FCR CODE COMPLIANCE APPROVED 03/06/2015 PERMIT ISSUE City of Tukwila UILDING DIVISION'*I LEGEND LIGHTS IN EXISTING LOCATIONS. LIGHTS RELOCATED. NEW LIGHT FIXTURES. SEE SHEET E6.2.5 FOR LUMINAIRE SCHEDULE. PROJECT TITLE - — - EXTENT OF NEW CEILING GRID. NT SEC I TENANT NEW CEILING GRID. IMPROVEMENT t= t EXISTING CEILING GRID. :+t''»•. GYPSUM BOARD CEILING. RE: ROOM FINISH SCHEDULE. ® VINYL SOFFIT. DIRECTION AS INDICATED ON PLAN. 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 o RECESSED LIGHT FIXTURE OR PENDANT LIGHT FIXTURES. COMMISSION NO. 215001 0 SURFACE MOUNTED LIGHT FIXTURES. ISSUE DATE MARCH 6, 2015 j EXTERIOR WALL MOUNTED LIGHT FIXTURES. SHEET TITLE ® EXIT LIGHTS. RECEIVED REFLECTED CITY OF TUKWILA CEILING PLAN, TRACK LIGHTING. Nd TRACK LIGHTING. MAR• 0 9 2015 SECOND LEVEL ® COOLER/FREEZER LIGHTS. PERMIT CENTER — STRIP =-o-= WALL DOCK JRES. 4W SHEET NO. d. low_ +Russell Architects, Inc. JAMB COL: 2- STUDS ATTCHED W/ 2-STUD TRACKS J-MOLD EA SIDE ALUM STOREFRONT - CENTER ON PARTITION I W/ SEALANT EA )E _RTITION CONSTRUCTION RE: WALL TYPES 1 A 16 1 c HEAD/JAMB/SILL A&.I A6.1 A6.1 SCALE: 12'=1'-0"' a U U)z z- a� Z U 0 W U HU z Of Oa � J �D om Z+ W J 11- 0U w LL 00 z�— �—z zW W CO Z o�_ 00 w J I- X W w w zm 0 U = Z F- FU- 0 W w Q =w U 'L Ix Q LL Lu J � N + U w 00 LL LL 0� U �w w 00 ajr 0a LLU wLL >W mLL �E0 J W W F a Z Z¢ N Q = V F � CAW b 7 W r 01- C,Er0 L a- of i F O 0 T W z W a: � O - t � 0 H U W_ p oLL O U O = W J ACOU ME] WALL BOARD TYP. BASE SET TRACK IN SEALANT ve. HOLLOW MTL FRAME JAMB COL: 2- STUDS ATTACHED W/ 2-STUD TRACKS COORDINATE THROAT DIMENSION WITH WALL TYPES PARTITION CONSTRUCTION RE: WALL TYPES SEALANT BOTH SIDES HOLLOW MTL DOOR 2A 2B H EAD/JAM B A6.1 A6.1 SCALE: 12"=1'-0" ROORFLOOR DECK 0 LL. 0 Q J r 0 FINISH FLOOR SLAB 1 I PARTITION TYPE TYPICAL INTERIOR PARTITION TYPES SCALE: N.T.S. ROORFLOOR DECK SOFFIT DETAIL SCALE: 1 "=l'-0" RUBBER TRANSITION o STRIP } CARPET/ CARPET TILE ~ STONE TILE (V TOP OF SLAB RUBBER TRANSITION o STRIP a r CARPET N ~ VINYL COMPOSITE TILE TOP OF SLAB NOTE: FLOOR TRANSITIONS SIMILAR FLOOR TRANSITIONS SCALE: 2'=1'-0" ACOUSTICAL CEII SYE METAL STUDS WALL BOARD TYP.; SEE SCHEDULE SCHEDULED BASE SET TRACK IN SEALANT METAL STUD HANGERS AT 16" O.C. SECURED TO STRUCTURE AT 16" O.C. W/ 518" GYP. BD EXISTING CEILING "VIRE BRACING kS REQUIRED NEW CEILING GRID (REFER RCP) 'OP RUNNER FASTEN O CEILING TEE CORRIDOR 1,V'_j1 TENANT SPACE (PUBLIC CORRIDOR) 3 CEILING TRANSI A6.1 SCALE: 12'=1'-O" ROORFLOOR DECK FINISH FLOOR SLAB 2 PARTITION TYPE 2 0 LLI O OPERABLE O WALL PANEL 0 OVERHEAD COILING FIRE SHUTTER SCALE: N.T.S. CHANNELSUPPORT AS REQUIRED HEAD CHANNEL CEILING TILE LAMINATED GLASS BASE CHANNEL GLASS PARTITION SCALE: 2'=1'-O" TION CEILING SYSTEM (PER RCP) METAL STUDS TYP. TYPE'X' GWB BASE SET TRACK IN SEALANT OPERABLE WALL SUPPORT (PER MANUFACTURER) FIRE SHUTTER ASSEMBLY SUPPORT (PER MANUFACTURER) `-- EXISTING CEILING GWB CEILING DOOR GUIDE BOTTOM BAR FINISH FLOOR PARTITION SCALE:-"=1'-0" C'3 LL 0 Q J ,— O FINISH FLOOR SLAB 3A PARTITION TYPE PARTITION TYPE 36 (GWB ONE -SIDE ONLY) PARTITION AS SCHEDULE BREAK METAL, ANODIZED TO MATCH STOREFRONT NEOPRENE GASKET EXISTING WINDOW MULLION WINDOW DOOR SlCHEDULE FINISH LABEL FRAME TYPE DOOR TYPE GLAZING LOUVER NOTES ABBREVIATIONS A UL 3 HR. AL Al,UMINL)M F1 ALUMINUM D2 HOLLOW METAL G1 FULL- TINTED LV1 14"x24" NOTE: FOR ALL LOCKING MECHANISMS, PROVIDE FOR BEST HARDWARE. B UL 1-1/2 HR. BR BRONZE' F2 HOLLOW METAL - 2" HEAD D5 SOLID CORE PANEL TEMPERED C UL 3/4 HR. CLT CLEAR TEMPERED F3 OVERHEAD DOOR GUIDE D6 EXISTING/RE-USE G2 HALF GLASS- CLEAR TEMPERED 1. DRILL AND TAP TOP OF JAMB GUARD AND FASTEN BOTTOM PIN ASSEMBLY WITH STUD BOLTS D UL 1/3 HR. HM HOLLOW METAL F4 SIDE -STACKING GRILLE GUIDE D9 EXISTING DOOR W/ GLAZING G3 10" x 10" - MIRROR 2. THESE DOORS SUPPLIED W/ HINGES. RE SPECS. INDIVIDUAL DOOR LEAVES ARE OPERABLE AS SOLID ORE METAL - 4" HEAD D11 PARTITION DOORS TEMPERED SWING DOORS IN THE EVENT OF AN EMERGENCY 3. DOOR LEAF SIZE OF 42", EACH, YIELDS A NET CLEAR OPENING OF 72" HARDWARE PC PRIMED F6 STOLLOW EELL COL FOR CHAIN LINK FENCE G4 CLEAR TEMPERED 4. DOOR LEAF SIZE OF 54", EACH, YIELDS A NET CLEAR OPENING OF 96" WD WOOD F7 BENT PLATE SET 5. NO ACCESS REQUIRED FROM EXTERIOR SIDE OF DOOR. PF PRE -FINISHED F8 CHANNEL FRAME 6. PROVIDE TACTILE EXIT SIGNAGE 5'-0" A.F.F. ON THE ADJACENT WALL ON THE LATCH SIDE OF U UNFINISHED F9 POCKET DOOR WITH HEAVY DUTY DOOR. GAL GALVANIZED SUSPENSION RAIL & HARDWARE REFER TO SPECIFICATIONS FOR 7; PROVIDE ADA SIGNAGE. RE: A4.1 FOR ADDITIONAL INFORMATION F10 REINFORCED HOLLOW METAL DOOR HARDWARE SET INFORMATION FRAME OPENING FRAME DOOR � LOCATION DOOR SIZE DETAIL w z N w > Cn �m 0 m O w W U) LU «� w lY m 0 z o z FROM TO WIDTH HEIGHT I1L _ ¢ 2 Z REMARKS 0 z 100A CORRIDOR BANKING 15'-0" 8'-0" - - - - - - - - - - - - FIRE SHUTTER 100A 100B CORRIDOR BANKING 15'-0" 8'-0" - - - - - - D11 PF - - - - SLIDING PARTITION 100B 100C CORRIDOR BANKING 3'-0" 8'-011 - F2 - 2A 2B - D6 ETR - - - - RE -USE EXISTING 100C 125 CORRIDOR BREAK ROOM 3'-0" 8'-0" - F2 - 2A 2B - D6 ETR - - - - RE -USE EXISTING (RE -USE RELOCATED SIDELITE) 125 240 CORRIDOR ACCOUNTING 3'-01' 8'-0" - F2 - 2A 2B - D6 ETR - - - - RE -USE EXISTING 240 241 ACCOUNTING CONFERENCE 3'-011 8'-0" C F2 - 2A 2B - D5 P - - - - - 241 242 OFFICE CONFERENCE 3'-O" 8'-0" C F2 PF 2A 2B - D5 P - - - - - 243 243 ACCOUNTING TECH STAGING 3'-0" 8'-0" C F2 PF 2A 2B - D5 P - - - - - 243 244A CORRIDOR MAIL ROOM 3'-0" 8'-0" - F2 - 2A 2B - D5 ETR - - - - RE -USE EXISTING 244A 244B ACCOUNTING MAIL ROOM 3'-011 8'-0" C F2 PF 2A 2B - D5 P - - - - - 244B 246 EXECUTIVE CONFERENCE 3'-0" 8'-011 - F2 - 2A 2B - D5 ETR - - - - RE -USE EXISTING 246 247 EXECUTIVE HR 3'-011 8'-0" C F2 PF 2A 2B - D5 P - - - - - 247 290 CORRIDOR IT RM 3'-0" 8'-011 - F2 - 2A 2B - D5 ETR - - - - RE -USE EXISTING 290 HARDWARE SCHEDULE GENERAL HARDWARE NOTES A. PROVIDE CYLINDRICAL LOCKSETS AT INTERIOR DOORS AND MORTISE LOCKSETS AT EXTERIOR DOORS. ALL DOORS TO HAVE ADA COMPLIANT LEVER TRIM B. ALL DOOR HINGES SHALL BE STANDARD DUTY MORTISED BALL BEARING TYPE. EXTERIOR DOORS TO HAVE A NON REMOVABLE PIN. C. REFERENCE SPECIFICATION SECTION 087111 HARDWARE GROUP #1 HARDWARE GROUP #4 • LOCKSET: STOREROOM • LOCKSET: ENTRY WI KEY CARD ACCESS • SILENCERS • CLOSER • (3) BUTT HINGES • THRESHOLD • (3) BUTT HINGES HARDWARE GROUP#2 • SILENCERS • LOCKSET: OFFICE • SILENCERS HARDWARE GROUP#5 • (3) BUTT HINGES LOCKSET: PASSAGE • WALL STOP • (3) BUTT HINGES • WALL STOP HARDWARE GROUP#3 SILENCERS • LOCKSET: NONE - PROVIDE DUMMY LEVERS • MAGNETIC LATCH • (3) BUTT HINGES • SILENCERS DOOR TYPES FRAME TYPES = SEE SCHD. 2' 2" SEE SCIll D. � ► I I —► I —► I —► I U) U) I I U) \ \ \ I I I \ \ I I I \ \ I I I O O D2/D5 D9 D 11 o ti � I 0 0co m _ co o N co 45 r C7 N OND co LO m d M d N a ° N 0 O, Nn NO L O N ti OD _ m X rn F O O � o ca U mo 'z' - o O a� o N V '� co N N N N d N "' > cu . o c o U.) > M z iLO o r- o CO LO z w z w Q w U m 0 (n 01 0) a� ♦J ^0 W 4_0 creating extraordinary spaces www.cr-archRects.com 800.469.4949 CONSULTANTS ISSUE/REVISION 03/06/2015 PERMIT ISSUE RLEVIEV CLoLdE C iv PLIANCE APPROVED MAR 18 2015 C'tY Of Tu W!la BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR - 0 9 2015 PERMIT CENTER PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 215001 ISSUE DATE MARCH 6, 2015 SHEET TITLE SCHEDULE + DETAILS SHEET NO. 601 © 2015 Cole+Russell Architects, Inc z & ARENDS WASHINGTON Z Z Q � Z Z U O W U= ~U z OQ � J w LL O Q Z)LL + w F-� 00 ZF F- z zw Wy z U o OF O U W � =LL F w �w W w w F z� U2 Z F- O F w UW W F-Cr Q =LL Uw QLL J j W �U wm 0 U O 0 LL O F- U W w W 0 LL0 0a EL LL > W U LL J � W W F- LL 0z rn Q = N F- F- N aj ir Dw a N ir 0 ui LLw = W 0 0 m F- O f0 W T F- U v Z �O s �p F U w p Od W 00 F- 0 U = W, F- m LL FIRST LEVEL PLAN SCALE: 1 /8" = V-0" � Dty O I` O O O co co O_co N W InO F.- CM N m Mco C1 O O C" O O cw+ N d O N V NO O O 0 ~ Q U m m - — 5 m C N C) 0 53 fn � o 0 o g CDo N N N N m � � CO cc 4% 7 d C � O C O` (n C] > Z Cn CD cD coILO creating extraordinary spaces www.cr-architects.com 800.469.4949 CONSULTANTS ISSUE/REVISION APPROVED MAR• �. ,R • m RECEIVED CITY OF TUKWILA MAR. 0 9 2015 PERMIT CENTER 03/06/2015 PERMIT ISSUE PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 215001 ISSUE DATE MARCH 6, 2015 SHEET TITLE FF&E PLAN FIRST LEVEL SHEET NO. ID1 01 © 2015 Cole+Russell Architects, Inc. (, z z- Z U o W U ~U z OQ � J C) D LL Z LI - W W J =0 I U LL 00 z�- Z W W Z j O U U 0 t- OV W J �a X aw ww F-F- WF- ZZ) 0 z= F- 0 Lu Uw W rr H Q =a U W Q a U J j w o_ of U J oa '0 oF- U �0 WO EL Oa I U a_ W LL >U �W �a J CO W W F- a N Q = N F � N U w to � W N O "S a W 0 U -0 0 03 W T H � v m W it O H � p U W p oa W U U 0 = W J r M. a ri---) SECOND LEVEL PLAN SCALE: 1 /8" = V-0" RECEIVED CITY OF TUKWILA MAR, 0 9 2015 PERMIT CENTER o W o f� 04 CO L[) CM O O C"07 d CV EL a c v Cl. No C o N ti Op O H Q C V N N C j 0 U C N U 0 U r o 0 o (; o cc) CC) N N N N � � N 07 Cn y N � Cn CIO v C CDO C_ ,LO Z w O f+ c O CO P- CD LO creating extraordinary spaces www.cr-architects.com 800.469.4949 CONSULTANTS ISSUE/REVISION 03/06/2015 PERMIT ISSUE Ou APPROVED PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 215001 ISSUE DATE MARCH 6, 2015 SHEET TITLE FF&E PLAN SECOND LEVEL SHEET NO. ID1 02 © 2015 Cole+Russell Architects, Inc. 'S. ARENDS WASHINGTON Q MU mZ z� FL) ZU Ow U �U ZQ OLu J �m L Z+ — W W J =O LL FU 00 Z�- rz zw wm z UU O F- D0 i s �x �w wW �r z0 US Z_F U1 a =w �a. ¢a W En D~ U W UQLL OLL � �U WW 0- 0 a aV LL > W mLL J m w Q W� DW O = N X0 0 n. X mLL O mw 2O r 5 dF U w p Oo a w Q0 0 = W J F-m• 0. 1 2 3 4 5 6 7 8 FIRST LEVEL PLAN_ A100 % SCALE: 1 /8" =1 [-0" 9 9aoo o v ca N — i b pj CO Ci O O d C, d N d N 0 O UN NO O .0 ~ C c U N U0 U3 0 0 o m ao N N ti N N N � 7 7 N y y } co j C6 N � � Q N 55 EL C c m in 3 > ,o z ai o I- o cm m r- LO creating extraordinary spaces www.cr-architects.com 800.469.4949 CONSULTANTS ISSUE/REVISION REVIEVIJED O ww'?,mm City ®f Tukli'il.a MLIILIOING DIVISION'. RECEIVED CITY OF TUKWILA MAR. 0 9 2015 PERMIT CENTER 1 11 ^V! W 70 � 7 Lr U N Cu 03/06/2015 PERMIT ISSUE PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 215001 ISSUE DATE MARCH 6.2015 SHEET TITLE FINISH PLAN FIRST LEVEL SHEET NO. I D © 2015 Cole+Russell Architects, Inc. J/ 7 �U Z Q F ZU UW U= �U 0¢ LLI _I 0� N 0D LL �W F-- U 00 z F- z zw wM Z UU 0 F- 0U W J F-X wIII W �F- IL U = Z F- vi F- ❑LU LLJ F- ¢ = W ¢a � UW � U W = O� U LL 0 OLL � �0 WW a. 0 0a LLI aU LL > W Ja. (0) (0) L. a W F- 04 o Z N ¢= v U d W aZ) W p 0= N it 0 0 0. 0: w0 I= LLO 2 vi w > F rn .o Uj 20 U W W 000 v) = W J F- OD a 1 2 3 4 5 6 7 8 1 A102 SECOND LEVEL PLAN. SCALE: 1 /8"= V-0" o U') ao n �r 00 co co CmW Cn C7 (h CO Im a. co d COn d N CL N C7 V' N n W _ OD x I F- 0 Q - U ti U c o � a; o N N N N lU U) to N Q U d C O C 2 c U N � � Z co o cno L o co n � creating extraordinary spaces www.cr-architects.com 800.469.4949 CONSULTANTS ISSUE/REVISION APPROIfED MAR 18 2015 CitY of Tukwila RECEIVED CITY OF TUKWILA MAR_ 0.9 2015 PERMIT CENTER 03/06/2015 PERMIT ISSUE PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 215001 ISSUE DATE MARCH 6, 2015 SHEET TITLE FINISH PLAN SECOND LEVEL SHEET NO. ID1 12 © 2015 Cole+Russell Architects, Inc. } Q �U Z Q y ~U Z w O U= �U Za O uj J w O:3 LL = Z+ w w J HU z° �- Z Zw w0 Z UU O t- O U ui m DJ. I- X Kw _ _ 1= r w� Za U= Z F_ F 1 W K F Q =w U� as J ? W LL, _ U w� UOLL 0 LL F �U �w wp ao If aV LL >w ww J <n w a wF o Z Q N Q 7 w N ❑= iti O O D_ K w0 � 2C L U W ~ oa r (/1 U O Swo J F- m D- 41) MAIL ROOM ID2H SCALE: 1/4'=1'4r KITCHENETTE ELEVATION IDE71 SCALE: 1/4'=1'-W ID211 MAIL ROOM SCALE:1/4"=1'-W n 2 KITCHENETTE ELEVATION ID211 SCALE; 1/4'=1'-P 3 BANKING FEATURE WALL ID211 SCALE: 1/4'=1'4Y BOARDROOM ID211 SCALE: 1/4'=1'-0" 5 TECH STAGING ID211 SCALE 1/4-1W - s TECH STAGING ID211 SCALE: 1/4'=1'-0" 1 >r CO N � LO N I— w tj N oD Crj N CO ti CC ir) ch rn o cn a N a N EL `O oN r O V' N CO CD Q W ~ Q L) l4_ N C 0 U U 0 � .4' o com C' N d' w N N CIAN _N [U CO) N N S } N 3: w Q -o a m o v) Lo z cn � Ln creating extraordinary spaces www.cr-architects.com 800.469.4949 CONSULTANTS ISSUE/REVISION APrj _ ` MAR 18 City Of Tuk lla GILDING DIVIS10po. RECEIVED CITY OF TUKWILA MAR, 0 9 2015 PERMIT CENTER 03/06/2015 PERMIT ISSUE PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 215001 ISSUE DATE MARCH 6, 2015 SHEET TITLE MILLWORK DETAILS SHEET NO. I D211 © 2015 Cole+Russell Architects, Inc. �U to Z Z - Q F Z U O w U ~U Z¢ OJ J W co N 07 Z � W W J =O F_ U W LL z� Wz UU O i-- DU WZi � X of W WZ) ZZ) 0 z� �o W� �a =W UW Qa � W - O_ + U W = J UIfW 0 of �U. W W a. 0 0W aU W LL >U vj W a a W m o Z Q N U IX >W c a N 0O o d � U N m W ;7! Z' e 20 F U o L w to U � = W J r W! a ROOMFINI H SCHEDULE s KEY GENERAL NOTES LEGEND 1. DOORFRAME PAINT TRANSITION DOOR HOLLOW MTL FRAME WALL TRANSITION PAINT COLORS AT INSIDE CORNER OF RABBET 1. ALL WALLS TO BE PAINTED PT-01, U.N.O. 2. TERMINATE ALL MATERIAL CHANGES AT CENTERLINE OF DOORWAYS, U.N.O. 3. INSTALL ALL CARPET IN A MONOLITHIC PATTERN, U.N.O. 4. ALL COLUMNS TO BE PAINTED PT-01 AND WITH WB-02 BASE, U.N.O. 5. PATCH / REPAIR WALLS AS NEEDED PRIOR TO PAINTING 6. REFER TO SHEET ID22X FOR TRANSITION DETAILS 7. AT-02 ACOUSTICAL CEILING TILES TO BE INSTALLED PRIOR TO NEW WALLS BEING BUILT 8. REFER TO INTERIOR ELEVATIONS, ID200 SERIES FOR PLACEMENT OF FINISHES 9. EXISTING DOOR TO BE RE -USED AT ACOUSTIC CEILING TILE CP CARPET PT PAINT LVT LUXURY VINYL TILE V VINYL FLOORING VT VINYL COMPOSITION TILE/ FAUX WOOD VINYL PLANK WB WALL BASE WC VINYL WALLCOVERING ROOM NAME FLOOR WALL BASE WALLS DOORS AND DOOR FRAMES CEILING COMMENTS Q w� Q W z_ p ILU REFERENCE INFORMATION Q w Q 2 o w 2 p LLV REFERENCE INFORMATION Q w ~Q 2 a) w 2 p E:U REFERENCE INFORMATION Q w Q 2 CO W 2 p a:U REFERENCE INFORMATION Q w� Q 2 W z p LLU REFERENCE INFORMATION 100 BANKING LVT 01 - - WB 01 - - PT 02 - - WD 01 NOTE 8 - AT 01 - - - - CP 01 - - WC 01 XX # PT 06 101 MANAGER CP 01 - WB 01 - PT 02 - - - - PT 06 - - 102 CLOSING CP 01 - WB 01 - PT 02 - - - - PT 06 - - 103 LENDING CP 02 - WB 02 - PT 01 - - - - AT 02 - - 104 CONFERENCE CP 02 - WB 02 - PT 03 - PT 08 - AT 02 - - 105 WORKROOM CP 02 - WB 02 - PT 01 - - - - AT 02 - - 106 KITCHENETTE LVT 02 - WB 02 - PT 01 - - - - AT 02 - - 110 MARKETING CP 02 - - WB 02 - - PT 01 - - PT XX NOTE 9 - AT 02 - - - - - - PT 03 - - - - 111 RISK MANAGEMENT CP 02 - WB 02 - PT 01 - - - - AT 02 - - 125 BREAK ROOM LVT 03 - - - WB 03 - - - PT 01 - - - PT XX NOTE 9 - - AT 01 - - - - - - - - - - PT 04 - - PT 07 - - - - WC 02 - - - - 126 QUIET ROOM CP 04 - WB 03 - PT 622 - - -I AT 01 - - 130 IT V 01 - WB 04 - PT 01 - PT XX NOTE 9 AT 02 - - 200 BOARD ROOM CP 03 - - WB 04 - - PT 05 - - PT XX NOTE 9 - AT 01 - - - - - I - - I - WC 03 - - PT 07 240 ACCOUNTING CP 02 - - WB 02 - - PT 01 - - PT XX NOTE 9 - AT 02 - - - - - - - - - - - - - - 241 CONFERENCE CP 02 - WB 02 - PT 03 - PT 08 - AT 02 - 242 TECH CP 02 - WB 02 - PT 01 - - - - AT 02 - - 243 WORKROOM CP 02 - WB 02 - PT 01 - PT 08 - AT 02 - - 244 MAIL ROOM CP 02 WB 02 - PT 01 - PT XXI NOTE 9 AT 02 - - 245 EXECUTIVE CP 02 - WB 02 - PT 01 - PT 08 - AT 02 - - 246 CONFERENCE CP 02 - WB 02 - PT 03 - PT 08 - AT 02 - - 247 HR CP 02 - WB 02 - PT 01 - PT 08 - AT 02 - - 248 1 IMAGING CP 02 - WB 02 - PT 1 01 - - - - AT 02 - - 249 OPS CP 02 - - WB 02 - - PT 01 - -IPTIXXI PT XX NOTE 9 NOTE 9 AT 02 - - - - - - - - - I - I - I- 290 IT V 01 IWBI 04 IPT 01 1 PT 10041 1 AT 102 1- - CD c d Go m o f= C7 N N co f7 ^ CR �n of rn o C'j d d O O V LLO NO O N r op 2 W X d) O U � m � c p c m N N W N 7 7 N y T j L6 o (=D O` U °�° z coo r CD to LO CD Fl-LO z w z z creating extraordinary spaces www.cr-architects.com 800.469.4949 CONSULTANTS ISSUE/REVISION _. 1 f APPROVE Cibl of Tukwila " _IILDING DIVISION RECEIVED CITY OF TUKWILA MAR. 0 9 2015 PERMIT CENTER C 0) ■■ ■■ N L_ U N L ti 03/06/2015 PERMIT ISSUE PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 215001 ISSUE DATE MARCH 6.2015 SHEET TITLE ID ROOM FINISH SCHEDULE SHEET NO. 1301 015 Cole+Russell Architects, Inc. r a �U N z zN z 8 OW U= F U z� O< W N o� zW =o F U 0: LL zo W N z UU o� �U wIx EL F W z� z= �o w1w =w �a. Qa w j w mr x W2? J D UCL O oLL Or �U d w Wp a �a (L LL >U 65 w a �w �U( W O z DW w N W.o ¢, o _° Co Co w z= a W �O 0 Uw_ p oLL Lu N U O. S W 1- m C. ABBREVIATIONS: 0 DIAMETER, PHASE OF DEGREES FAHRENHEIT P PRESSURE, PUMP FC FLEXIBLE CONNECTION PD PRESSURE DROP A AIR FCO FLOOR CLEANOUT PERF PERFORATED AAV AUTOMATIC AIR VENT FCU FAN COIL UNIT PH PHASE ABV ABOVE FD FLOOR DRAIN POC POINT OF CONNECTION AC AIR CONDITIONING UNIT F/D FIRE DAMPER PRESS PRESSURE AD AREA DRAIN, ACCESS DOOR FFD FUNNEL FLOOR DRAIN PRV PRESSURE REDUCING VALVE ADA AMERICANS WITH DISABILITIES ACT FLA FULL LOAD AMPS PSI POUNDS PER SQUARE INCH AFF ABOVE FINISHED FLOOR FLR FLOOR PSIG POUNDS PER SQUARE INCH GAUGE AHJ AUTHORITY HAVING JURISDICTION FLEX FLEXIBLE PSIA POUNDS PER SQUARE INCH ABSOLUTE AHU AIR HANDLING UNIT FP FIRE PROTECTION, FIRE PUMP PTRV PRESSURE/TEMPERATURE RELIEF VALVE ALT ALTERNATE FPM FEET PER MINUTE PU PUMP ALUM ALUMINUM FPS FEET PER SECOND PVC POLYVINYL CHLORIDE AMB AMBIENT FS FLOOR SINK APD AIR PRESSURE DROP F/S COMBINATION FIRE SMOKE DAMPER APPROX APPROXIMATE FT FEET ARCH ARCHITECT FTU FAN POWERED TERMINAL UNIT R REFRIGERANT PIPING AMERICAN SOCIETY OF HEATING, REFRIGERATION FTR FINNED TUBE RADIATION RA RETURN AIR ASHRAE AND AIR-CONDITIONING ENGINEERS, INC. RAF RETURN/RELIEF AIR FAN ATM ATMOSPHERE GAL GALLON RAG RETURN AIR GRILLE RCP REFLECTED CEILING PLAN GALV GALVANIZED RD ROOF DRAIN B BOILER GC GENERAL CONTRACTOR REF REFERENCE, RETURN/EXHAUST FAN BDD BACKDRAFT DAMPER GPD GALLONS PER DAY REG REGISTER BF BELOW FLOOR GPH GALLONS PER HOUR REL RELIEF BFF BELOW FINISHED FLOOR GPM GALLONS PER MINUTE READ REQUIRED BHP BRAKE HORSEPOWER GR GRILLE RET RETURN BLDG BUILDING GIRD GRILLES, REGISTERS, AND DIFFUSERS RF RETURN FAN BLW BELOW GWB GYPSUM WALLBOARD RG RETURN GRILLE BOD BOTTOM OF DUCT RH RELATIVE HUMIDITY, ROOF HOOD BOP BOTTOM OF PIPE HC HEATING COIL RHC REHEAT COIL BOT BOTTOM HD HEAD RI&C ROUGH IN AND CONNECT BTU BRITISH THERMAL UNIT HOR HORIZONTAL RLA RATED LOAD AMPS BTUH BRITISH THERMAL UNIT PER HOUR HP HEAT PUMP; HORSEPOWER RM ROOM HR HOUR ROD ROOF OVERFLOW DRAIN C CONDENSATE PIPING HRU HEAT RECOVERY UNIT RPBA REDUCED PRESSURE BACKFLOW ASSEMBLY CAP CAPACITY HT HEIGHT RPBP REDUCED PRESSURE BACKFLOW PREVENTER CBV CIRCUIT BALANCING VALVE HTR HEATER RPM REVOLUTIONS PER MINUTE CC COOLING COIL HX HEAT EXCHANGER RTU ROOFTOP UNIT CD CEILING DIFFUSER HVAC HEATING, VENTILATION &AIR CONDITIONING RV RELIEF VALVE CFH CUBIC FEET PER HOUR HW DOMESTIC HOT WATER CFM CUBIC FEET PER MINUTE HWC DOMESTIC HOT WATER CIRCULATING CH CHILLER, CABINET HEATER SA SUPPLY AIR HWS HEATING WATER SUPPLY CHWP CHILLED WATER PUMP SAD SUPPLY AIR DIFFUSER HWR HEATING WATER RETURN CHWR CHILLED WATER RETURN SAT SUPPLY AIR TEMPERATURE HZ HERTZ CHWS CHILLED WATER SUPPLY SCFM STANDARD CUBIC FEET PER MINUTE CHWS/R CHILLED WATER SUPPLY AND RETURN. IAQ INDOOR AIR QUALITY SCH SCHEDULE Cl CAST IRON I.E. INVERT ELEVATION SCHEM SCHEMATIC CL CENTER LINE IN INCH S/D SMOKE DAMPER CLG CEILING INCL INCLUDING SF SUPPLY FAN, SQUARE FOOT CMU CONCRETE MASONRY UNIT INT INTERNAL SG SUPPLY GRILLE CO CLEANOUT INV INVERT SL REFRIGERANT SUCTION LINE, SOUND LINING COMB COMBUSTION, COMBINATION ISP INTERNAL STATIC PRESSURE SMACNA SHEET METAL AND AIR CONDITIONING COND CONDENSATE CONTRACTORS' NATIONAL ASSOCIATION, INC. CONN CONNECTION SP STATIC PRESSURE CONT CONTINUE, CONTROL L LENGTH SPEC SPECIFICATION CONTR CONTRACTOR LAT LEAVING AIR TEMPERATURE SQ SQUARE COP COEFFICIENT OF PERFORMANCE LAV LAVATORY SRV SAFETY RELIEF VALVE CP CONDENSATE PUMP LB POUND SS STAINLESS STEEL CT COOLING TOWER LBS/HR POUNDS PER HOUR ST STORAGE TANK, SOUND TRAP - CU CONDENSING UNIT, CUBIC LD LINEAR DIFFUSER STD STANDARD CV CHECK VALVE, CONSTANT VOLUME LF LINEAR FEET STIR STARTER, STRUCTURAL CW DOMESTIC COLD WATER LL REFRIGERANT LIQUID LINE SUCT SUCTION CWP CONDENSER WATER PUMP LRA LOCKED ROTOR AMPS TAB TESTING, ADJUSTING AND BALANCING CWR CONDENSER WATER RETURN LVG LEAVING TDH TOTAL DYNAMIC HEAD CWS CONDENSER WATER SUPPLY LVR LOUVER TEMP TEMPERATURE CWS/R CONDENSER WATER SUPPLY AND RETURN LWT LEAVING WATER TEMPERATURE TG TRANSFER GRILLE TOD TOP OF DUCT DB DRY BULB MAT MIXED AIR TEMPERATURE TOF TOP OF FOOTING DC DUCT COIL MAV MANUAL AIR VENT TOP TOP OF PIPE DDCV DOUBLE DETECTOR CHECK VALVE MAX MAXIMUM TP TOTAL PRESSURE MBH THOUSANDS OF BTUH TPRV TEMPERATURE/PRESSURE RELIEF VALVE DEPT DEPARTMENT TSP TOTAL STATIC PRESSURE DEG DEGREE MCA MINIMUM CIRCUIT AMPACITY DF DRINKING FOUNTAIN MECH MECHANICAL T'STAT THERMOSTAT DFU DRAINAGE FIXTURE UNIT MED MEDIUM TU TERMINAL UNIT DH DUCT HEATER MERV MINIMUM EFFICIENCY REPORTING VALUE TYP TYPICAL DI DUCTILE IRON MFR MANUFACTURER DIA DIAMETER MIN MINIMUM UH UNIT HEATER DIAG DIAGRAM MISC MISCELLANEOUS U UNOCCUPIED DIFF DIFFERENTIAL MOCP MAXIMUM OVERCURRENT PROTECTION URRNN URINAL DIM DIMENSION MS MOP SINK V VENT, VOLTS DN DOWN MTD MOUNTED DX DIRECT EXPANSION MU MAKEUP WATER VAC VACUUM DWG DRAWING MUA MAKE-UP AIR UNIT VAV VARIABLE AIR VOLUME UNIT VB VACUUM BREAKER DWP DOMESTIC WATER PUMP VD VOLUME DAMPER (N) NEW VEL VELOCITY (E) EXISTING VENT VENTILATION, VENTILATOR NA NOT APPLICABLE EA EACH, EXHAUST AIR NC NOISE CRITERIA, NORMALLY CLOSED VFD VARIABLE FREQUENCY DRIVE EAT ENTERING AIR TEMPERATURE VTR VENT THRU ROOF NEG NEGATIVE ECG EGGCRATE GRILLE NO NORMALLY OPEN EDH ELECTRIC DUCT HEATER W WASTE, WATT, WIDTH NO. NUMBER EER ENERGY EFFICIENCY RATIO W/ WITH NOM NOMINAL EF EXHAUST FAN Wg WET BULB NTS NOT TO SCALE EFF EFFICIENCY WC WATER CLOSET EG EXHAUST GRILLE WCO WALL CLEANOUT EJ EXPANSION JOINT OA OUTSIDE AIR WH WATER HEATER ELEC ELECTRIC OAT OUTSIDE AIR TEMPERATURE WM WATER METER ELEV ELEVATION OBD OPPOSED BLADE DAMPER W/O WITHOUT EMCS ENERGY MANAGEMENT CONTROL SYSTEM OC ON CENTER WPD WATER PRESSURE DROP ENT ENTERING OCC OCCUPIED WSFU WATER SUPPLY FIXTURE UNIT EQUIP EQUIPMENT OSA OUTSIDE AIR WT WEIGHT ESP EXTERNAL STATIC PRESSURE OT OFF TOP WTD WATER TEMPERATURE DROP ET EXPANSION TANK OV OUTLET VELOCITY ETC AND SO FORTH EUH ELECTRIC UNIT HEATER EVAP EVAPORATOR, EVAPORATIVE EWC ELECTRIC WATER COOLER EWH ELECTRIC WATER HEATER EWT ENTERING WATER TEMPERATURE EX EXHAUST EXT EXTERIOR, EXTERNAL REFERENCE SYMBOLS NEW MECHANICAL WORK EXISTING MECHANICAL WORK EXISTING MECHANICAL WORK TO BE DEMOLISHED -.-.-- ENLARGED PLAN BORDER MATCHLINE 1 SECTION IDENTIFIER MX.X 1 DETAIL OR DRAWING IDENTIFIER MX.X REVISION CLOUD INDICATES WHERE SECTION APPEARS Q INDICATES REVISION & NUMBER FLAG NOTE AHU-XXX EQUIPMENT IDENTIFIER POINT OF CONNECTION NORTH ARROW MECHANICAL ACCESS PLUMBING LINE DESIGNATION SYMBOLS DOMESTIC COLD WATER (POTABLE) -- DOMESTIC HOT WATER (POTABLE) --- DOMESTIC HOT WATER CIRCULATING (POTABLE) SANITARY SEWER ABOVEGROUND SANITARY SEWER UNDERGROUND - - - - - - - VENT PIPING PIPING ELEMENTSNALVING VALVE FCO CLEAN -OUT (FLOOR) WCO CLEAN -OUT (WALL) CO CLEAN -OUT PIPE CONTINUES PIPE CAP PIPE RISING UP PIPE DROPPING DOWN PIPE CONNECTION PIPE CONNECTION DOWN DUCTWORK SYMBOLS NEW DUCTWORK RISE OR DROP DIRECTION OF AIR FLOW INTERNALLY LINED DUCT MANUAL VOLUME DAMPER BDD BACKDRAFT DAMPER MOTOR OPERATED DAMPER DUCT SMOKE DETECTOR FIRE DAMPER SMOKE DAMPER COMBINATION FIRE/SMOKE DAMPER HORIZONTAL FIRE DAMPER O� HORIZONTAL SMOKE DAMPER HORIZONTAL COMBINATION FIRE/SMOKE DAMPER FLEXIBLE CONNECTION UC „ UNDERCUT DOOR ® SUPPLY AIR DUCT SECTION RETURN OR OUTSIDE AIR DUCT SECTION ® ® EXHAUST AIR DUCT SECTION RECTANGULAR DUCT UP RECTANGULAR DUCT DOWN ROUND DUCT UP ROUND DUCT DOWN g--� FLEXIBLE DUCTWORK DIFFUSER, REGISTER, AND GRILLE SYMBOLS DxAIR DEVICE TAG FM lzSUPPLY DIFFUSER RETURN OR RELIEF GRILLE ® EXHAUST GRILLE SIDEWALL GRILLE (SUPPLY), LOUVER (EXHAUST OR RETURN) _ SIDEWALL GRILLE (RETURN OR EXHAUST), LOUVER (OUTSIDE) LINEAR GRILLE OROUND DIFFUSER CONTROLS a) ROOM THERMOSTAT O ROOM SENSOR ® ROOM PRESSURE SENSOR ® ROOM HUMIDITY SENSOR ® ROOM CARBON MONOXIDE SENSOR CO ROOM CARBON DIOXIDE SENSOR Q OCCUPANCY SENSOR ®F VARIABLE FREQUENCY DRIVE m STARTER OR STARTER/DISCONNECT DIRECT DIGITAL CONTROL PANEL DP DIFFERENTIAL PRESSURE TRANSMITTER ---------- CONTROL WIRING $ SWITCH GENERAL NOTES: GENERAL: 3. VALVES (EXCEPT CONTROL VALVES) AND STRAINERS SHALL BE 1. COORDINATE MECHANICAL WORK WITH ELECTRICAL, FULL SIZE OF PIPE BEFORE REDUCING SIZE TO MAKE ARCHITECTURAL, STRUCTURAL, CIVIL AND LANDSCAPE WORK CONNECTIONS TO EQUIPMENT AND CONTROLS. SHOWN ON OTHER CONTRACT DOCUMENTS. PROVIDE 4. PROVIDE UNIONS AND/OR FLANGES AT EACH PIECE OF ADDITIONAL OFFSETS FOR COORDINATED INSTALLATION EQUIPMENT, AT EACH CONTROL VALVE, IN BYPASSES, AND IN WHERE REQUIRED. LONG PIPING RUNS (100 FEET OR MORE) TO PERMIT 2. COORDINATE HVAC, PLUMBING AND FIRE PROTECTION WORK DISASSEMBLY FOR ALTERATION AND REPAIRS. PRIOR TO INSTALLATION. DUCTWORK AND EQUIPMENT 5. PROVIDE FLEXIBLE CONNECTORS IN PIPING SYSTEMS ACCESS TAKES PRECEDENCE OVER PIPING FOR AVAILABLE CONNECTED TO AIR HANDLING EQUIPMENT, PUMPS, CHILLERS, SPACE. COOLING TOWERS, AND OTHER EQUIPMENT WHICH REQUIRE 3. WHERE USED, THE TERM "PROVIDE" SHALL MEAN "FURNISH VIBRATION ISOLATION. AND INSTALL 6. PROVIDE LINE SIZE STRAINER UPSTREAM OF EACH BACKFLOW 4. MAINTAIN A MINIMUM OF 6'-8" CLEARANCE TO UNDERSIDE OF PREVENTER, WATER PRESSURE REDUCING VALVE, AUTOMATIC DUCTS, PIPES, CONDUITS, SUSPENDED EQUIPMENT, ETC., IN FLOW CONTROL VALVE, CONTROL VALVE, SOLENOID VALVE, MECHANICAL ROOM ACCESS SPACES. GAS PRESSURE REGULATOR, AND PUMP. PROVIDE SHUTOFF VALVE ON EACH SIDE OF STRAINER. 5. COORDINATE EQUIPMENT CONNECTIONS WITH 7. VALVES, EXPANSION FITTINGS/LOOPS, AND PIPING MANUFACTURERS' CERTIFIED DRAWINGS. COORDINATE AND SPECIALTIES SHALL BE FULL SIZE OF PIPE UNLESS NOTED PROVIDE DUCT AND PIPING TRANSITIONS REQUIRED FOR FINAL OTHERWISE. EQUIPMENT CONNECTIONS TO FURNISHED EQUIPMENT. FIELD VERIFY AND COORDINATE DUCT AND PIPING DIMENSIONS HVAC/SHEET METAL: BEFORE FABRICATION. 1. DUCTWORK DIMENSIONS, AS SHOWN ON THE DRAWINGS, ARE 6. PROVIDE 4" MINIMUM CONCRETE BASES (HOUSEKEEPING INTERNAL CLEAR DIMENSIONS AND DUCT SIZE SHALL BE PADS) UNDER FLOOR MOUNTED MECHANICAL EQUIPMENT. INCREASED TO COMPENSATE FOR DUCT LINING THICKNESS. THIS INCLUDES, BUT IS NOT LIMITED TO BOILERS, CHILLERS, Z PROVIDE TEMPORARY COVERS OVER OPEN ENDS OF FLUID COOLERS, COOLING TOWERS, PUMPS, EXPANSION EQUIPMENT AND DUCTWORK DURING CONSTRUCTION. TANKS, WATER HEATERS, AND STORAGE TANKS. COMPLY WITH REQUIREMENTS FOR EQUIPMENT BASES AND 3. PROVIDE MANUAL VOLUME DAMPER FOR EACH DIFFUSER, FOUNDATIONS SPECIFIED IN DIVISION 03. REGISTER, AND GRILLE. 7. PROVIDE MISCELLANEOUS STEEL REQUIRED TO ENSURE 4. PROVIDE DUCT ACCESS DOORS AT DUCT SMOKE DETECTORS, PROPER INSTALLATION OF MECHANICAL SYSTEMS. BACKDRAFT DAMPERS, MOTORIZED CONTROL DAMPERS, FIRE 8. LOCATE VALVES, WATER HAMMER ARRESTERS, CLEANOUTS, DAMPERS, SMOKE DAMPERS, COMBINATION FIRE/SMOKE DAMPERS, CONTROLS AND SIMILAR COMPONENTS SO THAT DAMPERS, DUCT MOUNTED COILS, DUCT AIRFLOW STATIONS THEY ARE ACCESSIBLE. PROVIDE ACCESS DOORS FOR AND LOUVER PLENUMS. MECHANICAL EQUIPMENT INSTALLED BEHIND WALLS, ABOVE 5. PROVIDE THE FOLLOWING MINIMUM BRANCH DUCT SIZE TO INACCESSIBLE CEILINGS AND BELOW FLOORS. COORDINATE DIFFUSERS, REGISTERS, AND GRILLES, UNLESS NOTED TO USE ACCESS DOOR LOCATIONS WITH ARCHITECT/ENGINEER. LARGER SIZE ON DRAWINGS: INSTALL TAG ON CEILING GRID FRAME TO INDICATE LOCATION AND TYPE OF EQUIPMENT THAT REQUIRES MAINTENANCE. 5.1. 6"0: 100 CFM PROVIDE 16 GA, STEEL, FLUSH TYPE ACCESS DOOR WITH 5.2. 8"0": 200 CFM CONCEALED HINGE AND SLOT SCREWDRIVER TYPE CAM 5.3. 10"0: 300 CFM LATCH. PROVIDE FACTORY PRIMED IN PAINTED SURFACE 5.4. 12"0: 450 CFM AREAS FOR FIELD PAINTING. PROVIDE STAINLESS STEEL FOR 5.5. 14"0: 600 CFM ALL OTHER AREAS. PROVIDE UL LISTED AND LABELED DOOR 5.6. 16"0: 750 CFM WHERE FIRE -RESISTANCE RATING IS INDICATED ON DRAWINGS. ACCESS DOOR SHALL BE SIZED SO THAT ADJACENT ENERGY CODE: (WASHINGTON STATE ENERGY CODE) EQUIPMENT IS ACCESSIBLE. PROVIDE ACUDOR, ELMDOR, 1. MOTORS: COMPLY WITH MINIMUM FULL LOAD EFFICIENCIES MILCOR, OR APPROVED. LISTED IN THE WASHINGTON STATE ENERGY CODE. 9. COORDINATE ATTACHMENTS TO STRUCTURE TO VERIFY THAT 2. PIPING AND DUCT INSULATION: COMPLY WITH THICKNESS AND ATTACHMENT POINTS ON EQUIPMENT AND STRUCTURE CAN TYPES LISTED IN THE WASHINGTON STATE ENERGY CODE. ACCEPT SEISMIC, WEIGHT, AND OTHER LOADS IMPOSED. 3. DUCT SEALING: SEAL DUCT TRANSVERSE JOINTS AND 10. MAINTAIN INDICATED FIRE AND SMOKE RATING OF WALLS, LONGITUDINAL SEAMS PER THE WASHINGTON STATE ENERGY PARTITIONS, CEILINGS, AND FLOORS AT MECHANICAL CODE. PENETRATIONS. SEAL PENETRATIONS WITH FIRESTOP MATERIAL. PROVIDE MATERIAL IN ACCORDANCE WITH ASTM E 4. RECORD DRAWINGS: PROVIDE PER THE WASHINGTON STATE 814 AND UL 1479 3M OR APPROVED. COMPLY WITH ENERGY CODE. REQUIREMENTS SPECIFIED IN DIVISION 07. 5. OPERATION AND MAINTENANCE MANUALS: PROVIDE PER THE 11. REFER TO TYPICAL DETAILS PROVIDED IN THIS DWG SET FOR WASHINGTON STATE ENERGY CODE. DUCTWORK, PIPING, AND EQUIPMENT INSTALLATION. 6. SYSTEM BALANCING: PROVIDE PER THE WASHINGTON STATE CONTRACTOR IS RESPONSIBLE FOR CONFORMANCE WITH ENERGY CODE. DETAILS. 7. MECHANICAL SYSTEMS COMMISSIONING: PROVIDE PER THE 12. LOCATIONS AND SIZES OF FLOOR, WALL, AND ROOF OPENINGS WASHINGTON STATE ENERGY CODE. SHALL BE COORDINATED WITH OTHER TRADES INVOLVED. INCLUDE IN THE COST OF MECHANICAL WORK, CUTTING, 8. THIS BUILDING AND ITS ENERGY SYSTEMS HAVE BEEN CORING, PATCHING AND PAINTING OF EXISTING WALLS, DESIGNED TO COMPLY WITH THE WASHINGTON STATE ENERGY CEILINGS, FLOORS AND ROOFS AS REQUIRED TO CODE. CONTRACTOR IS RESPONSIBLE FOR CORRECT ACCOMMODATE WORK AS INDICATED IN THE MECHANICAL INSTALLATION OF ENERGY CONSERVATION MEASURES. CONTRACT DOCUMENTS, UNLESS SPECIFICALLY SHOWN ON 9. BUILDING PRESSURE TESTING: COORDINATE PHASING OF ARCHITECTURAL DRAWINGS. BUILDING ENVELOPE LEAKAGE TESTING WITH MECHANICAL 13. PROVIDE ELASTOMERIC FOAM MATERIAL ON MECHANICAL SYSTEM SCOPES OF WORK. TEMPORARILY CAP SYSTEMS AS EQUIPMENT THAT PRESENT A SAFETY HAZARD. PAINT FOAM REQUIRED TO FACILITATE LEAKAGE TESTING SCOPE OF WORK. MATERIAL WHITE. NON-STRUCTURAL MECHANICAL COMPONENTS: 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE 1. THE FOLLOWING ITEMS ARE TAKEN DIRECTLY FROM THE 2012 SAFEKEEPING OF HIS OWN PROPERTY ON THE JOB SITE. INTERNATIONAL BUILDING CODE AND FROM THE AMERICAN OWNER ASSUMES NO RESPONSIBILITY FOR PROTECTION OF SOCIETY OF CIVIL ENGINEERS (ASCE) STANDARD 7-10. THE PROPERTIES AGAINST FIRE, THEFT AND ENVIRONMENTAL CONTRACTOR SHALL REFER TO THE ABOVE FOR ADDITIONAL CONDITIONS. INFORMATION, EXCEPTIONS, AND FURTHER DESCRIPTIONS. 15. CLEAN THE JOB SITE DAILY AND REMOVE FROM THE PREMISES THE CONTRACTOR SHALL ADHERE TO REQUIREMENTS AND AS ANY DIRT AND DEBRIS CAUSE BY THE PERFORMANCE OF THE SUCH, SHALL BE INCLUDED WITHIN BID. WORK INCLUDED IN THIS CONTRACT. BEFORE SUBSTANTIAL 2. 2012 IBC 1613.1 SCOPE: ARCHITECTURAL, MECHANICAL, COMPLETION, CLEAN EQUIPMENT, FIXTURES, EXPOSED DUCTS, ELECTRICAL, AND NON-STRUCTURAL COMPONENTS THAT ARE PIPING AND SIMILAR ITEMS. PERMANENTLY ATTACHED TO STRUCTURES AND THEIR 16. PROVIDE EQUIPMENT THAT FITS INTO THE SPACE ALLOTTED SUPPORTS AND ATTACHMENTS SHALL BE DESIGNED AND AND ALLOWS ADEQUATE ACCEPTABLE CLEARANCE FOR CONSTRUCTED TO RESIST THE EFFECTS OF EARTHQUAKE INSTALLATION, REPLACEMENT, ENTRY, SERVICING AND MOTIONS IN ACCORDANCE WITH ASCE 7-10, EXCLUDING MAINTENANCE. COORDINATE WITH OTHER TRADES TO ENSURE CHAPTER 14 AND APPENDIX 11A. NO CONFLICT WITH REQUIRED CLEARANCES. 3. 2012 IBC 1705.11 CONTRACTOR RESPONSIBILITY: THE 17. PROVIDE OFFSETS IN PIPING WHERE PLUMBING/PIPING CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND WALL IS LOCATED DIRECTLY ABOVE STRUCTURE. CONSTRUCTION OF A SEISMIC -FORCE -RESISTING SYSTEM, OFFSET PIPING INTO CASEWORK OR SHAFT TIGHT TO DESIGNATED SEISMIC SYSTEM, OR SEISMIC -RESISTING WALL AND BACK INTO WALL ONCE BELOW STRUCTURE. COMPONENT LISTED IN THE STATEMENT OF SPECIAL REFER TO STRUCTURAL DRAWINGS. INSPECTIONS. 4. HANGERS AND SEISMIC BRACING FOR THE MECHANICAL 18. BUILDING SPACE IS LIMITED. STRONG ATTENTION TO SYSTEMS SHALL BE DESIGNED AND PROVIDED BY THE DETAIL AND CARE MUST BE TAKEN WHEN DEVELOPING MECHANICAL CONTRACTOR. REFER TO CONTRACTOR SHOP SHOP DRAWING SO ROUTING IS COORDINATED WITH DRAWINGS FOR LOCATIONS OF EQUIPMENT AND HUNG OTHER DISCIPLINES. MECHANICAL SYSTEMS. THE MECHANICAL CONTRACTOR 19. MATERIALS WITHIN PLENUMS SHALL BE SHALL COORDINATE THE SUPPORT SYSTEMS AND DESIGN NONCOMBUSTIBLE OR SHALL HAVE A FLAME SPREAD LOADS FOR HUNG MECHANICAL SYSTEMS WITH THE GENERAL INDEX OF NOT MORE THAN 25 AND A SMOKE -DEVELOPED CONTRACTOR AND OTHER TRADES THAT MAY BE IMPACTED. INDEX OF NOT MORE THAN 50 WHEN TESTED IN EXISTING MECHANICAL: ACCORDANCE WITH ASTM E 84 OR UL 723. 1. WORK SHALL BE PERFORMED IN A CLEAN AND WORKMANLIKE 20. MECHANICAL EQUIPMENT, PACKAGED UNITS, CONTROL MANNER. CARE SHALL BE EXERCISED TO MINIMIZE ANY PANELS, MOTOR STARTER, MOTOR CONTROLLERS, INCONVENIENCE OR DISTURBANCE TO OTHER AREAS OF THE VARIABLE FREQUENCY DRIVES AND SIMILAR EQUIPMENT BUILDING WHICH ARE TO REMAIN IN OPERATION. ISOLATE WORK AREAS BY MEANS OF TEMPORARY PARTITIONS AND/OR SHALL CARRY A SHORT CIRCUIT CURRENT RATING (SCCR) TARPS TO KEEP DUST AND DIRT WITHIN THE CONSTRUCTION EQUAL TO OR GREATER THAN AVAILABLE FAULT AREA. CURRENT DELIVERED FROM ELECTRICAL SYSTEM. 2. EXISTING MATERIALS THAT ARE REMOVED SHALL NOT BE INCLUDE VISIBLE FACTORY NAMEPLATE FOR SUCH REUSED IN NEW SYSTEMS, EXCEPT WHERE INDICATED AS EQUIPMENT INDICATING SCCR OF EQUIPMENT IN BEING RELOCATED. ACCORDANCE WITH UL 1995 AND UL 508A. 3. WHERE INDICATED, DUCTWORK AND PIPING OR PORTIONS OF PLUMBING: DUCTWORK AND PIPING SHALL BE REUSED. REFER TO 1. DOMESTIC WATER TUBE, PIPE, FITTINGS, JOINING MATERIALS, DRAWING PLANS FOR POINTS OF CONNECTIONS. SPECIALTIES, PLUMBING EQUIPMENT, PLUMBING FIXTURES, 4. PROVIDE TEMPORARY SUPPORT OF EXISTING MECHANICAL PLUMBING FITTINGS AND ALL OTHER APPURTENANCES IN SYSTEMS WHERE REQUIRED BY DEMOLITION OR ALTERATION CONTACT WITH DRINKING WATER SHALL BE LEAD-FREE OF EXISTING STRUCTURE DURING CONSTRUCTION. EXCEPT THOSE EXPLICITLY EXEMPTED IN SECTION 3874 OF COORDINATE WITH GENERAL CONTRACTOR AND PROVIDE ALL THE SAFE WATER DRINKING ACT. LEAD-FREE SHALL MEAN (A) NECESSARY PIPE, DUCT AND EQUIPMENT SUPPORTS AND NOT CONTAINING MORE THAN 0.2 PERCENT LEAD WHEN USED HANGERS TO MAINTAIN INTEGRITY, SAFETY AND PROPER WITH RESPECT TO SOLDER AND FLUX; AND (B) NOT MORE OPERATION OF EXISTING MECHANICAL SYSTEMS FOR THE THAN A WEIGHTED AVERAGE OF 0.25 PERCENT LEAD WHEN DURATION OF THE WORK. USED WITH RESPECT TO WETTED SURFACES OF DOMESTIC WATER TUBE, PIPE, FITTINGS, JOINING MATERIALS, DEMOLITION: SPECIALTIES, PLUMBING EQUIPMENT, PLUMBING FIXTURES, 1. TAKE CAUTION IN DEMOLITION OF MECHANICAL EQUIPMENT. AND PLUMBING FITTINGS. 2. PROVIDE WATER HAMMER ARRESTORS IN DOMESTIC WATER 2. CONTRACTOR SHALL REMOVE ALL PIPING, DUCTWORK, AND PIPING IN ACCORDANCE WITH PDI-WH 2O1. EQUIPMENT INDICATED ON DRAWINGS INCLUDING ALL ASSOCIATED INSULATION, HANGERS, VALVES, PLENUM WALLS, 3. PROVIDE LINE SIZE STRAINER UPSTREAM OF EACH BACKFLOW DAMPERS, WIREMOLD, WIRING, CONTROLS, AND PREVENTER, WATER PRESSURE REDUCING VALVE, CONTROL APPURTENANCES ASSOCIATED WITH EACH PIECE OF VALVE, SOLENOID VALVE AND PUMP. PROVIDE SHUTOFF EQUIPMENT. VALVE ON EACH SIDE OF STRAINER. 3. EXISTING CONTROL PATHWAYS MAY RE -USED. 4. VALVES, EXPANSION FITTINGS/LOOPS, AND PIPING COORDINATE CONTROLS DEMO WORK PRIOR TO DEMOLITION. SPECIALTIES SHALL BE FULL SIZE OF PIPE UNLESS NOTED REMOVE ALL EXISTING THERMOSTATS SHOWN ON THE OTHERWISE. DRAWINGS ALONG WITH ASSOCIATED WIRING AND RACEWAYS. PIPING: 4. WHERE EXISTING ITEMS PENETRATE A WALL OR ROOF, 1. PROVIDE AN AUTOMATIC AIR VENT AT THE HIGH POINT OF CONTRACTOR SHALL PROVIDE INFILL AT (E) PENETRATIONS EACH DROP IN THE HEATING WATER, CHILLED WATER, AND THROUGH WALUROOF WITH LIKE MATERIALS. PATCH & REPAIR OTHER CLOSED WATER PIPING SYSTEMS. PIPE VENT TO TO MATCH SURROUNDING SURFACES INCLUDING PAINT. NEAREST DRAIN. PIPING SHALL GRADE TO LOW POINTS. PROVIDE HOSE END DRAIN VALVES AT THE BOTTOM OF RISERS 5. CONTRACTOR.SHALL PROVIDE TEMPORARY SUPPORT OF AND LOW POINTS. EXISTING MECHANICAL EQUIPMENT WHERE REQUIRED BY DEMOLITION OR ALTERATION OF EXISTING STRUCTURE 2. VALVES SHALL BE INSTALLED SO THAT VALVE REMAINS IN DURING CONSTRUCTION. COORDINATE WITH GC AND PROVIDE SERVICE WHEN EQUIPMENT OR PIPING ON EQUIPMENT SIDE OF NECESSARY SUPPORTS AND HANGERS TO MAINTAIN VALVE IS REMOVED. INTEGRITY, SAFETY AND PROPER OPERATION OF EXISTING MECHANICAL SYSTEMS. 710 MECHANICAL SHEET LIST M001 MECHANICAL LEGEND, ABBREVIATIONS AND GENERAL NOTES M002 MECHANICAL SCHEDULES M003 MECHANICAL SPECIFICATIONS M004 MECHANICAL SPECIFICATIONS MD01 FIRST FLOOR MECHANICAL DEMOLITION PLAN MD02 SECOND FLOOR MECHANICAL DEMOLITION PLAN M101 FIRST FLOOR HVAC ZONING PLAN M102 SECOND FLOOR HVAC ZONING PLAN M201 FIRST FLOOR PLUMBING PLAN M202 SECOND FLOOR PLUMBING PLAN M301 FIRST FLOOR HVAC PLAN M302 SECOND FLOOR HVAC PLAN M303 ROOF HVAC PLAN M701 FIRST FLOOR FIRE SPRINKLER PLAN M702 SECOND FLOOR FIRE SPRINKLER PLAN RECE➢VED CITY OF TUKWILA MAR 0 9 2015 PERMIT CENTER SEPARATE PERMIT AND APPROVAL REQU12RED o Cl C7 in ti t� o n a 0 0 No L o o 0 ~ Q C o U C N U O Lo oCo C N N h N •7 •7 N y y y vi u a Lo z U) Ul Lo lco G) V L cc creating extraordinary spaces www.cr-architects.com 800.469.4949 CONSULTANTS METRIX E N G I N E S It S 1131 SW 7TH ST, SUITE 110 RENTON, WA 98057 425-336-2822 www.metrixeng.com ISSUE/REVISION. 03/06/2015 PERMIT ISSUE PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 215001 ISSUE DATE MAR 6. 2015 SHEET TITLE MECHANICAL LEGEND, ABBREVIATIONS AND GENERAL NOTES SHEET NO. mool 0 2015 Cole+Russell Architects, Inc. a �U zz a� F Z UW O U= FU Z Ix OLU _¢ J L Ix fi) LL Z + - W WJ =0 FU XLL 00 Z F F- Z WLu CO) Z UU OF OV = D_ Fx KW W W - F- zO - z ;g W F =a' Ow ¢ a ¢ J W 7 � ~ U W 2 O� U0 LL LL OF U Kuj a� �a IL W LL >W wa __ F v F S w I O= a0''o N F-- , W m T F-n W fo M0 oa w 0 � C07 = W J F- m a ROOFTOP UNIT SCHEDULE TAG AREA SERVED LOCATION EXISTING OR NEW MANUFACTURER/MODEL SUPPLY FAN OUTSIDE AIR FLOW CFM HEATING COOLING ELECTRICAL WEIGHT LBS NOTES FLOW CFM MOTOR HP CAPACITY KW TOTAL CAPACITY BTU EER MCA AMPS MOP AMPS VOLTAGE/ PHASE V/0 RTU-01 2ND FLOOR ROOF EXISTING TRANE/BWCO24C100A1 800 1/4 EXISTING EXISTING EXISTING EXISTING 10 25 208/1 EXISTING RTU-02 2ND FLOOR ROOF EXISTING TRANE/WCX036A100BB 1200 1/3 EXISTING EXISTING EXISTING EXISTING 23.4 35 208/1 EXISTING RTU-03 2ND FLOOR ROOF EXISTING TRANE/BWC042D100H0 1400 1/2 EXISTING EXISTING EXISTING EXISTING 33 50 208/1 EXISTING RTU-04 1ST FLOOR ROOF EXISTING TRANE/BWCO24C100A1 800 1/4 160 EXISTING EXISTING EXISTING 10 25 20811 EXISTING 1 RTU-05 1ST FLOOR ROOF EXISTING TRANE/BWC042131001­10 1400 1/2 300 EXISTING EXISTING EXISTING 33 50 208/1 EXISTING 1 RTU-06 1ST FLOOR ROOF EXISTING TRANE/BWC036C100A1 1200 1/3 EXISTING EXISTING EXISTING EXISTING 27.7 45 j 208/1 EXISTING RTU-07 1ST FLOOR ROOF EXISTING TRANE/BWC030C100A0 1000 1/3 EXISTING EXISTING EXISTING EXISTING 24.1 40 208/1 EXISTING RTU-08 1ST FLOOR ROOF EXISTING TRANE/BWC060D100HO 2000 314 EXISTING EXISTING EXISTING EXISTING 44 70 208/1 EXISTING 1 RTU-09 2ND FLOOR ROOF EXISTING TRANE/BWC060D100HO 2000 3/4 400 EXISTING EXISTING EXISTING 44 70 208/1 EXISTING 1 RTU-10 2ND FLOOR ROOF EXISTING TRANE/BWC030C100A0 1000 1/3 250 EXISTING EXISTING EXISTING 24.1 40 208/1 EXISTING 1 RTU-11 2ND FLOOR ROOF EXISTING TRANE/BWCO24C100A1 800 1/4 200 EXISTING EXISTING EXISTING 10 25 208/1 EXISTING 1 RTU-12 2ND FLOOR ROOF EXISTING TRANE/BWCO24C100A1 800 1/4 200 EXISTING EXISTING EXISTING 10 25 208/1 EXISTING 1 RTU-13 2ND FLOOR ROOF EXISTING TRANE/BWC036C100A1 1200 1/3 EXISTING EXISTING EXISTING EXISTING 27.7 45 208/1 EXISTING RTU-14 1ST FLOOR ROOF EXISTING TRANE/BWCO24C100A1 800 1/4 EXISTING EXISTING EXISTING EXISTING 10 25 208/1 EXISTING RTU-15 1ST FLOOR ROOF EXISTING TRANE/BWC036C100A1 1200 1/3 EXISTING EXISTING EXISTING EXISTING 27.7 45 208/1 EXISTING RTU-16 2ND FLOOR ROOF EXISTING TRANE/BWC042C100A1 1400 1/2 300 EXISTING EXISTING EXISTING 33 50 208/1 EXISTING 1 RTU-17 2ND FLOOR ROOF EXISTING TRANE/WCCO24F100BD 800 1/4 200 EXISTING EXISTING EXISTING - - 208/1 EXISTING 1 RTU-18 1ST FLOOR ROOF EXISTING TRANE/BWCO24C100A1 800 1/4 EXISTING EXISTING EXISTING EXISTING 10 25 208/1 EXISTING RTU-19 1ST FLOOR ROOF EXISTING TRANE/BWC036C100A1 1200 1/3 EXISTING EXISTING EXISTING EXISTING 27.7 45 208/1 EXISTING RTU-20 1ST FLOOR ROOF EXISTING TRANE/BWC036C100A1 1200 1/3 EXISTING EXISTING EXISTING EXISTING 27.7 45 208/1 EXISTING RTU-21 1ST FLOOR ROOF EXISTING TRANE/BWC036C100A1 1200 1/3 EXISTING EXISTING EXISTING EXISTING 27.7 45 208/1 EXISTING RTU-22 2ND FLOOR ROOF EXISTING TRANE/BWC036C100A1 1200 1/3 250 EXISTING EXISTING EXISTING 27.7 45 208/1 EXISTING 1 RTU-23 2ND FLOOR ROOF EXISTING TRANE/BWC036C100A1 1200 1/3 250 EXISTING EXISTING EXISTING 27.7 45 208/1 EXISTING 1 RTU-24 2ND FLOOR ROOF EXISTING TRANE/WCC036F100BB 1200 1/3 250 EXISTING EXISTING EXISTING 26 40 208/1 EXISTING 1 NOTES: 1) REBALANCE EXISTING UNIT TO CFM'S LISTED. 2) EXHAUST FAN SCHEDULE TAG AREA SERVED LOCATION MANUFACTURER / MODEL FAN MOTOR DRIVE TYPE DIMENSIONS (DIAxHT) INxIN WEIGHT LBS NOTES FLOW CFM ESP - IN WC SPEED RPM POWER HP SPEED RPM VOLTAGE/PHASE /o EF-1 SERVER ROOMS ROOF GREENHECK / G-095-VG 800 0.5 1725 1/8 1725 120/1 DIRECT 22xl5 50 1 NOTES: 1) PROVIDE FACTORY ROOF CURB AND VARIABLE SPEED CONTROLS. DIFFUSER AND GRILLE SCHEDULE TAG MANUFACTURER / MODEL TYPE MATERIAL FINISH FACE FACE DUCT MOUNTING PATTERN DAMPERS ACCESSORIES NOTES STYLE SIZE INLET B TITUS MCD-AA MODULAR CORE SUPPLY DIFFUSER AL WHITE - NOTE 2 NOTE 3 NOTE 4 - NONE - NOTE 7 E TITUS 50F EGGCRATE GRILLE AL WHITE - NOTE 2 NOTE 3 NOTE 4 - NONE - - J TITUS CT -PP LINEAR BAR DIFFUSER AL WHITE - - NOTE 3 NOTE 5 - NONE BO, DB - K TITUS ML LINEAR SLOT DIFFUSER AL NOTE 6 - - - NOTE 5 FA NONE BO, P - NOTES: 1) SEE DRAWINGS FOR FACE SIZE (24x24 OR 12xl2). PROVIDE 24x24 FOR LAY IN CEILINGS. 2) FACE SIZE DETERMINED FROM DUCT INLET SIZE. 3) SEE AIR DEVICE TAG FOR DUCT INLET SIZE. 4) COORDINATE BORDER TYPE (SURFACE MOUNT, SNAP IN, LAY -IN, SPLINE, DROPPED FACE, AND BEVELED DROP FACE) WITH ARCHITECTURAL CEILING PLANS. 5) COORDINATE BORDER TYPE WITH ARCHITECTURAL CEILING DETAILS. 6) PROVIDE BLACK FOR FACE AND SHELL, BLACK PATTERN CONTROLLER, AND WHITE TEES. 7) PROVIDE FOUR GRILLES PER UNIT, WITH [ADJUSTABLE BLADES] [REMOVABLE, ROTATABLE MODULES]. ABBREVIATIONS: ST = STEEL, AL = ALUMINUM, BE = BAKED ENAMEL, AA = ANODIZED ALUMINUM, FA = FULLY ADJUSTABLE, TP = TWO POSITION, OPD = OPPOSED BLADE DAMPERS, ADJ = ADJUSTABLE, BA = BAKED ACRYLIC, BO = BLANK OFF, DB = DIRECTIONAL BLADES, AND P = PLENUM. TANKLESS ELECTRIC WATER HEATER SCHEDULE TAG SYSTEM SERVED LOCATION MANUFACTURER / MODEL FLOW RATE GPM TEMP RISE F INPUT CAPACITY KW CW INLET IN HW OUTLET IN ELECTRICAL DIMENSIONS (DIAxHT) (INAN) OPERATING WEIGHT (LBS NOTES MOP AMPS) VOLTAGE/PHASE (V/O) EWH-1 KITCHEN SINK CASEWORK INSTANT -FLOW SR-40/208 1 57 8.32 3/8" 3/8" 40 208/1 10x3x7 10 1, 2, 3 EWH-2 BREAKROOM SINK CASEWORK INSTANT -FLOW SR-40/208 1 57 8.32 3/8" 3/8" 40 208/1 10x3x7 10 1, 2, 3 EWH-3 DISHWASHER CASEWORK INSTANT -FLOW SR-30/208 1 42 6.24 3/8" 3/8" 30 208/1 10x3x7 10 1, 2, 3 EWH-4 BOARDROOM SINK CASEWORK INSTANT -FLOW SR-40/208 1 57 8.32 3/8" 3/8" 40 208/1 10x3x7 10 1, 2, 3 NOTES: 1) LOCATE INSTANTANEOUS WATER HEATER IN.CASEWORK BELOW KITCHEN SINK. MOUNT DISHWASHER UNIT BELOW KITCHEN UNIT. 2) PROVIDE WITH OPTIONAL PA 765 ABS FINISH. 3) P/T RELIEVE VALVE AND EXPANSION TANK NOT REQUIRED FOR INSTALLATION WITH THIS DEVICE. PLUMBING FIXTURE SCHEDULE TAG FIXTURE MANUFACTURER / MODEL CONNECTIONS NOTES W V CW HW P-4A KITCHEN SINK JUST SL-ADA-2122-A-GR 2" 2" 1/2" 1/2" 1, 2, 3 P-413 BREAKROOM SINK JUST SL-ADA-2131-A-GR 2" 2" 1/2" 1/2" 1, 2, 3 NOTES: 1) REFER TO ARCH. DRAWINGS FOR CLEARANCES AND MOUNTING HEIGHTS. 2) ALL PLUMBING FITTINGS AND FIXTURES SHALL BE LEAD-FREE EXCEPT THOSE EXPLICITLY EXEMPTED IN SECTION 3874 OF THE SAFE WATER DRINKING ACT. 3) PROVIDE WITH LEAD FREE QUARTER TURN SUPPLY STOPS, FLEXIBLE SUPPLY RISERS AND P-TRAP. 4) PROVIDE SINK WITH 5-1/2" DEPTH. 5) PROVIDE WITH AMERICAN STANDARD MODEL 4101.350 KITCHEN FAUCET WITH PULL-OUT SPRAY. 'vel A5 o M M CR a m d CN a a O N R C „ ., O Co S eo ~ rn o 0 c Co - —co U 0 Lo � 0 0 0 N- N N N 3 N > ° z Co coo m r- Lo F= z Lu v U 0 O N Q (*400) Psi + cc creating extraordinary spaces www.cr-architects.com 800.469.4949 CONSULTANTS MEMIX E N G I N E E R S 1131 SW 7TH ST, SUITE 110 RENTON, WA 98057 425-336-2822 www.metrixeng.com ISSUE/REVISION 03/06/2015 PERMIT ISSUE PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 215001 RECEIVED ISSUE DATE MAR 6, 2015 CITY OF TUKWILA SHEET TITLE MAR. 0.9 2015 MECHANICAL PERMIT CENTER SCHEDULES SEPARATE S ET NO PERI�r,�IT AND APPROVAL UIRED 002 © 2016 Cole+Russell Architects, Inc. SPECIFICATION TABLE OF CONTENTS DIVISION 22 - PLUMBING 220010 GENERAL PLUMBING PROVISIONS I 220523 GENERAL -DUTY VALVES FOR PLUMBING PIPING 220529 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT 220548 VIBRATION AND SEISMIC CONTROLS FOR PLUMBING PIPING AND EQUIPMENT 220719 PLUMBING PIPING INSULATION 221116 DOMESTIC WATER PIPING 221316 SANITARY WASTE AND VENT PIPING a i Ci ZZ ag Z Z W 0 U= �= U oa . 1 cri zW 1=- U 00 Z F W Z UU oh O LJ W = �X _= Z O ZF U9 Wa = W �na W rn~ W = J 3. 1)OM , oIJ V LL W - ao Ix a. 0 >W 65a J 0) W W F_ a� in �� o I 7IX W 6 = N �o a.: c =° _. W Z a W W 20 0 U W p o a. W NU = W J F_ m a DIVISION 23 - HEATING. VENTILATION & AIR-CONDITIONING 230010 GENERAL HVAGPROVISIONS 230529 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT 230548 VIBRATION AND SEISMIC CONTROLS FOR HVAC 230593 TESTING, ADJUSTING, AND BALANCING FOR HVAC 230700 HVAC INSULATION 230900 INSTRUMENTATION AND CONTROL FOR HVAC 233113 METAL DUCTS 233300 AIR DUCT ACCESSORIES 233713 DIFFUSERS, REGISTERS AND GRILLES SECTION 220010 - GENERAL PLUMBING PROVISIONS 1.1 General -Plumbing Provisions are specified in Section 230010 "General HVAC Provisions." Project requirements as defined in Section 230010 shall be applicable to General Plumbing Provisions, and as such, shall be equally enforced. SECTION 220523 - GENERAL -DUTY VALVES FOR PLUMBING PIPING l .l QUALITY ASSURANCE A. Source Limitations for Valves: Obtain each type of valve from single source from single manufacturer. 2.1 GENERAL REQUIREMENTS FOR VALVES A. Manufacturers: Subject to compliance with requirements, provide products by one of the following unless noted otherwise: 1. Apollo. 2. Crane. 3. Hammond. 4. Jenkins. 5. Milwaukee. 6. NIBCO. . 7. Approved. B. Valve Pressure and Temperature Ratings: Not less than indicated and as required for system pressures and temperatures. C. Valve Sizes: Same as upstream piping unless otherwise indicated. D., Valves in Insulated Piping: With 2-inch stem extensions and the following features: 1. Ball Valves: With extended operating handle of non -thermal -conductive material, and protective sleeve that allows operation of valve without breaking the vapor seal or disturbing insulation. 2.2 BRONZE BALL VALVES I . A. Two -Piece, Full -Port, Bronze Ball Valves: 1. Description: a. Standard: MSS SP-110. b. SWP Rating: 150 psig. c. CWP Rating: 600 psig. d. Body Design: Two piece. e. Body Material: Lead free bronze. f. Ends: Threaded. g. Seats: PTFE or TFE. h. Stem: Lead free bronze. i. Ball: Chrome -plated brass. j. Port: Full. 3.1 VALVE INSTALLATION A. Install valves with unions or flanges at each piece of equipment arranged to allow service, maintenance, and equipment removal without system shutdown. B. Locate valves for easy access and provide separate support where necessary. C. Install valves in horizontal piping with stem at or above center of pipe. D. Install valves in position to allow full stem movement. SECTION 220529 - HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT l .l PERFORMANCE REQUIREMENTS A. Delegated Design: Design trapeze pipe hangers and equipment supports, including comprehensive engineering analysis by a qualified professional engineer, using performance requirements and design criteria indicated. B. Structural Performance: Hangers and supports for plumbing piping and equipment shall withstand the effects of gravity loads and stresses within limits and under conditions indicated according to ASCE/SEI 7 and IBC. 1. Design supports for multiple pipes, including pipe stands, capable of supporting combined weight of supported systems, system contents, and test water. 2. Design equipment supports capable of supporting combined operating weight of supported equipment and connected systems and components. . 3. Design seismic -restraint hangers and supports for piping and equipment and obtain approval from authorities having jurisdiction. 2.1 Hangers and Supports for Plumbing Piping and Equipment Products are specified in Section 230529 "Hangers and Supports for HVAC Piping and Equipment". Specified requirements for hangers and supports for HVAC piping and equipment apply to this Section and shall be equally enforced. 3.1 Installation Requirements for Hangers and Supports for Plumbing Piping and Equipment Products are specified in Section 230529 "Hangers and Supports for HVAC Piping and Equipment". SECTION 220548 - VIBRATION AND SEISMIC CONTROLS FOR PLUMBING PIPING AND EQUIPMENT 1.1 Vibration and Seismic Controls for Plumbing Piping and Equipment are specified in Section 230548 "Vibration and Seismic Controls for HVAC." Project requirements as defined in Section 230548 shall be applicable to Vibration and Seismic Controls for Plumbing Piping and Equipment, and as such, shall be equally enforced. SECTION 220719 - PLUMBING PIPING INSULATION 1.1 COORDINATION A. Coordinate sizes and locations of supports, hangers, and insulation shields specified in Section 220529 "Hangers and Supports for Plumbing Piping and Equipment." B. Coordinate clearance requirements with piping Installer for piping insulation application. Before preparing piping Shop Drawings, establish and maintain clearance requirements for installation of insulation and field -applied jackets and finishes and for space required for maintenance. 2.1 Plumbing Piping Insulation Products are specified in Section 230700 "HVAC Insulation". Specified requirements for insulation for HVAC piping apply to this Section and shall be equally enforced. 3.1 Installation requirements for Plumbing Piping Insulation Products are specified in Section 230700 "HVAC Insulation". 3.2 INDOOR PIPING INSULATION SCHEDULE A. Domestic Cold Water: 1. All Pipe Sizes: Insulation shall be the following: a. Fiberglass: 1 inches thick. B. Domestic Hot and Recirculated Hot Water: 1. 1-1/4 inch and Smaller: Insulation shall be the following; a. Fiberglass: 1 inches thick. 2. 1-1/2 inch and Larger: Insulation shall. be the following: a. Fiberglass: 1-1/2 inches thick. SECTION 221116 - DOMESTIC WATER PIPING 2.1 COPPER TUBE AND FITTINGS A. Hard Copper Tube: ASTM B 88, Type L water tube, drawn temper. B. Cast -Copper, Solder -Joint Fittings: ASME B16.18, pressure fittings. C. Wrought -Copper, Solder -Joint Fittings: ASME B16.22, wrought -copper pressure fittings. D. Copper Unions: 1. MSS SP-123. 2. Cast -copper -alloy, hexagonal -stock body. 3. Ball-and-socket, metal -to -metal seating surfaces. 4. Solder joint or threaded ends. 3.1 PIPING INSTALLATION A. Drawing plans, schematics, and diagrams indicate general location and arrangement of domestic water piping. Indicated locations and arrangements are used to size pipe and calculate friction loss, expansion, and other design considerations. Install piping as indicated unless deviations to layout are approved. B. Install copper tubing under building slab according to CDA's "Copper Tube Handbook." C. Install piping concealed from view and protected from physical contact by building occupants unless otherwise indicated and except in equipment rooms and service areas. D. Install piping above accessible ceilings to allow sufficient space for ceiling panel removal, and coordinate with other services occupying that space. E. Install piping free of sags and bends. F. Install fittings for changes in direction and branch connections. 3.2 JOINT CONSTRUCTION A. Ream ends of pipes and tubes and remove burrs. Bevel plain ends of steel pipe. B. Remove scale, slag, dirt, and debris from inside and outside of pipes, tubes, and fittings before assembly. C. Soldered Joints for Copper Tubing: Apply ASTM B 813, water-flushable flux to end of tube. Join copper tube and fittings according to ASTM B 828 or CDA's "Copper Tube Handbook." 3.3 HANGER AND SUPPORT INSTALLATION A. Comply with requirements for pipe hanger, support products, and installation in Section 220529 "Hangers and Supports for Plumbing Piping and Equipment." B. Install hangers for copper tubing with the following maximum horizontal spacing and minimum rod diameters: 1. 3/4 inch and Smaller: 60 inches with 3/8-inch rod. 2. 1 inch and 1-1/4 inch: 72 inches with 3/8-inch rod. 3. 1-1/2 inch and 2 inch: 96 inches with 3/8-inch rod. 4. 2-1/2 inch: 108 inches with 1/2-inch rod. 3.4 CLEANING A. Clean and disinfect potable domestic water piping as follows: 1. Purge new piping and parts of existing piping that have been altered, extended, or repaired before using. B. Use purging and disinfecting procedures prescribed by authorities having jurisdiction; if methods are not prescribed, use procedures described in either AWWA C651 or AWWA C652. 3.5 PIPING SCHEDULE A. Aboveground domestic water piping shall be one of the following: 1. Hard copper tube, ASTM B 88, Type L; cast- or wrought -copper, solder joint fittings; and soldered joints. 3.6 VALVE SCHEDULE A. Shutoff Duty: Use ball valves. SECTION 221316 - SANITARY WASTE AND VENT PIPING 1.1 PERFORMANCE REQUIREMENTS A. Components and installation shall be capable of withstanding the following minimum working pressure unless otherwise indicated: 1. Soil, Waste, and Vent Piping: 10-foot head of water.. 2.1 HUBLESS, CAST-IRON SOIL PIPE AND FITTINGS A. Pipe and Fittings: 1. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. AB&I Foundry. b. Charlotte Pipe and Foundry. c. Tyler Pipe. 2. Standards: ASTM A 888 or CISPI 301. B. CISPI, Hubless-Piping Couplings: 1. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. AB&I Foundry. b. Charlotte Pipe and Foundry. c. Tyler Pipe. 2. Standards: ASTM A 888 and CISPI 301. 3. Description: Cast iron soil pipe and fittings shall be marked with the collective trademark of the Cast Iron Soil Pipe Institute (CISPI) and be listed by NSF International. 2.2 COPPER TUBE AND FITTINGS A. Copper DWV Tube: ASTM B 306, drainage tube, drawn temper. B. Copper Drainage Fittings: ASME B 16.23, cast copper or ASME B 16.29, wrought copper, solder joint fittings. C. Solder: ASTM B 32, lead free with ASTM B 813, water-flushable flux. 3.1 PIPING INSTALLATION A. Install piping in concealed locations unless otherwise indicated and except in equipment rooms and service areas. B. Install piping free of sags and bends. C. Install aboveground copper tubing according to CDA's "Copper Tube Handbook." 3.2 JOINT CONSTRUCTION A. Join hub -and -spigot, cast-iron soil piping with calked joints according to CISPI's "Cast Iron Soil Pipe and Fittings Handbook" for lead -and -oakum calked joints. B. Join copper tube and fittings with soldered joints according to ASTM B 828. Use ASTM B 813, water-flushable, lead-free flux and ASTM B 32, lead -free -alloy solder. 3.3 HANGER AND SUPPORT INSTALLATION A. Comply with requirements for pipe hanger and support devices and installation specified in Section 220529 "Hangers and Supports for Plumbing Piping and Equipment." B. Install hangers for cast-iron soil piping with the following maximum horizontal spacing and minimum rod diameters: 1. 1-1/2 inch and 2 inch: 60 inches with 3/8-inch rod. 2. 3 inch: 60 inches with 1/2-inch rod. 3. 4 inch and 5 inch: 60 inches with 5/8-inch rod. A. Install hangers for copper tubing with the following maximum horizontal spacing and minimum rod diameters: 1. 1-1/4 inch 72 inches with 3/8-inch rod. 2. 1-1/2 inch and 2 inch: 96 inches with 3/8-inch rod. 3.4 CLEANING AND PROTECTION A. Clean interior of piping. Remove dirt and debris as work progresses. B. Protect drains during remainder of construction period to avoid clogging with dirt and debris and to prevent damage from traffic and construction work. C. Place plugs in ends of uncompleted piping at end of day and when work stops. 3.5 PIPING SCHEDULE A. Aboveground, soil and waste and vent piping 4 inch and smaller shall be the following: 1. Hubless, cast-iron soil pipe and fittings; CISPI hubless-piping couplings; and coupled joints. B. Aboveground, condensate piping shall be the following: 1. Copper DWV tube, copper drainage fittings, and soldered joints. SECTION 230010 - GENERAL HVAC PROVISIONS 1.1 SUMMARY A. Section includes materials, equipment, labor, supervisions, tools and items necessary for the construction, installation, connection, testing and operation of a mechanical work for this project, as shown on the drawings and defined in Division 211 22 and 23 of the specifications. 1.2 CERTIFICATIONS A. By submitting a bid for the mechanical. Work, the Contractor certifies that they have carefully examined the Drawings, Specifications, and all subsequent Addenda, have visited the site, and are familiar with all conditions and requirements of the Work, agree to furnish all material, labor, equipment and services, including all scheduled allowances, necessary to complete the construction of Work, according to the requirements of the Contract Documents. 1.3 CODES, PERMITS, STANDARDS, INSPECTIONS, FEES A. Obtain permits and inspections and pay fees required by Federal, State and Local authorizes having jurisdiction. B. Work and materials shall be in accordance with requirements of all applicable codes, rules, and ordinances C. Conform to applicable industry standards, such as ANSI, UL, ETL and other standards as noted. D. Nothing in the Drawings or Specifications shall be construed to permit work not in conformance with codes, rules and regulations. E. Where Drawings or Specification call for material or construction of a better quality or larger sizes than required by the codes, rules and regulations, the provisions of the Drawings or Specifications shall take precedence over requires of the codes, rules and regulations. F. Notify the Architect of deviations in the Contract Documents to code requirements prior to installation of the Work. Include in the work changes due to the requirement of code enforcing agencies at no additional cost to the owner. G. ASME code stamp is required on all Pressure Vessels and Relief Valves. Mount certificate adjacent to each Pressure Vessel and Relief Valve showing approval under this law. 1.4 ALTERNATES A. See Bid Form and Alternates described in Division 01 for possible effects on work of Division 21, 22, and 23. 1.5 SUBSTITUTIONS A. Comply with Division 01 and with additional requirements indicated in this article. B. Where "Manufacturer" paragraphs include the word "Approved", approval of the proposed substitution is required. The Architect is the sole judge of quality of proposed substitution. 1.6 SUBMITTALS A. General Submittal Procedure Requirements: Comply with Division 01 and with additional requirements indicated in this article. B. Product Data: Collect information into a single submittal for each division. Partial submittals will be returned unreviewed. 1 Submit prior to fabrication and delivery. 2. Mark each copy of each submittal to show which products and options are applicable. 3. Submit as specified in individual specification sections. 4. Submit Product Data in the following format: a. PDF electronic file. 1) Separate file for Fire Suppression, Plumbing, and HVAC system. Bookmarks provided for each spec section. 2) Include cover page with system, project, general contractor, mechanical contractor, architect, engineer and date of project final completion. C. Application for Payment and Schedule of Values: Comply with requirements specified in Division 01 with additional requirements as indicated. 1. Include separate costs for the following: a. Mobilization. b. Submittals. c. Fire Suppression Sprinkler Systems Material. d. Fire Suppression Sprinkler Systems Labor. e. Plumbing Material. f. Plumbing Labor. g. Insulation Materials. h. Insulation Labor. i. Instrumentation and Controls Material. j. Instrumentation and Control Engineering/Labor k. HVAC Duct Material. 1. HVAC Duct Labor. m. HVAC Equipment Material. n. HVAC Equipment Labor. o. Misc HVAC Material p. Misc HVAC Labor q. Testing Adjusting and Balancing. r. Operation and Maintenance Manuals. s. Commissioning. t. Closeout. D. Maintenance Data: Comply with requirements specified in Division 01 and the Article "Operation and Maintenance Manuals "in this specification. E. Balancing Reports: Comply with requirements specified in Division 01 and Section 230593 "Testing Adjusting and Balancing for HVAC." F. Project Record Documents: Comply with requirements specified in Division 01 and the Article "Project Record Documents" in this specification. G. Qualifications Data, Certificates, and Test Reports: Comply with requirements specified in Division Ol and as specified in specific Division 21, 22, and 23specification sections. H. Approval: The acceptance of a manufacturers name or product by the Architect does not relieve the Contractor of the responsibility for providing material and equipment which complies in all details with the requirements of the contract documents. 1.7 COORDINATION A. Each contractor shall coordinate its construction operations with those of other contractors and entities to ensure efficient and orderly installation of each part of the Work. Each contractor shall coordinate its operations with operations, included in different Sections that depend on each other for proper installation, connection, and operation. B. Failure to coordinate work with other contractors is considered sufficient cause to alter the work, at no cost to the Owner. C. Contractor is required to attend and participate in project coordination meetings. D. Provide offsets and perform rerouting to fit Work in available space. Include provisions for such requirements in bid. E. Ductwork and equipment access takes precedence over piping for available space. F. Existing Conditions: 1. Existing Work shown is based on existing drawings as available and on limited project site observations to the extent possible. Field verify existing conditions prior to commencement of work. 2. Installation of mechanical work will require openings, removal and replacement of existing general construction to match existing. Include provisions for such requirements in bid. 3. Installation of mechanical work will require removal, relocation and reinstallation of existing Fire Protection, Plumbing, HVAC and Controls work. Include provisions for such requirements in bid. G. Site Visit: Each contractor shall visit the site before bid to determine conditions affecting installation of Work. Include provisions for such conditions in bid. 1. Investigate each space through which equipment must be moved. 2. Carefully investigate above ceiling space constraints. 3. Review existing equipment types, location and accessibility requirements. H. Beam penetrations to support mechanical scope of work shall not be allowed. Reuse existing penetrations for new systems routing only. 1.8 WORKMANSHIP A. Work shall be in accordance with trade best practices. Failure to provide acceptable workmanship is sufficient cause to alter the work, at no cost to the owner. 1.9 DRAWINGS AND SPECIFICATIONS A. Drawings are diagrammatic and show only approximate locations of mechanical piping, ducts, and equipment. Do not scale the drawings. Take measurements from building or site and verify with other Contract Documents. B. Drawings do not indicate all offsets, fittings, and accessories that may be required. Carefully investigate the finish conditions that would affect the work to be performed and arrange such work accordingly, providing required offsets, fittings, and accessories to meet such conditions. C. It is the responsibility of the Contractor to provide equipment that fits into the space allotted and allows adequate acceptable clearances for installation, replacement, entry, servicing, and maintenance. D. Field verify dimensions and existing conditions prior to performing work. Report any discrepancies to Architect prior to proceeding with the work. Failure to follow this instruction is considered sufficient cause to alter the work, at no cost to the Owner, as directed by the Architect. 1.10 MATERIALS A. Products of any one classification which are used in quantity shall be of a single manufacturer. B. Products shall be installed in accordance with the manufactures recommendations. C. Products shall be installed in strict accordance with governing codes and ordinances. D. Where two or more manufactures are listed in the specification but not on the drawings, the first mentioned was used as the basis of design. E. Where other than the basis of design product is selected, product shall be equal to or superior to the basis of design product in appearance, function, performance, quality, local support and shall meet requirements of the plans and specifications. F. Where other than the basis of design product is selected, Contractor is responsible for cost of resulting additional work, coordination with other trades, and redesign of associated building systems as required to accommodate selected product. G. Equipment layout is based on basis of design product. Where other than the basis of design product is selected, Contractor is responsible for verifying equipment will fit within available space and meet code and manufacturer required clearances. 1.11 DEMOLITION A. Provide demolition work required in existing building for removal of existing mechanical equipment, ductwork, controls, and piping and for installation of new equipment, ductwork, controls, and piping. Remove/replace or reinstall existing equipment, controls, piping, and ductwork as required by demolition to provide a complete and operational system. B. Remove and dispose of existing materials indicated on the Drawings to be removed. Drawings are based on field observation and existing record drawings. Field verify information is as shown on drawings. Report discrepancies to the Architect before disturbing existing installation. C. Where existing ductwork, and piping is removed, remove back to main. Cap ductwork and piping behind surfaces so concealed. Remove unused ductwork and piping in walls to be demolished, and cap remaining ductwork and piping above ceiling or below finished floor so concealed. D. Where mechanical equipment, ductwork, controls, and piping are removed and the surrounding surfaces and finishes are to remain, repair or replace surfaces with materials in conformance with other sections of this specification. Where not specified, repair or replace to match existing condition. E. Where mechanical equipment, ductwork, controls, and piping are removed and the surrounding systems are to remain, repair or replace with materials in conformance with other sections of this specification. Where not specified, repair or replace to match existing condition. F. Provide temporary connections to maintain existing systems in service during demolition. G. Do not reuse existing products unless indicated on the Drawings. 1.12 EXISTING SYSTEM SHUTDOWN . A. Perform work in the existing building with respect for the necessity of the Owner's building occupants. Coordinate shutdown time that meets with existing building occupancy and schedule requirements. B. Plan installation of new work and connection to existing work to assure minimum interference with regular operation of existing facilities. Do not shutdown systems without prior review by the Owner to confirm that are needed to remain in operation are not affected. 1.13 START UP A. Follow manufacturer start-up procedures for mechanical equipment. Complete manufacturer start up forms. B. Clean strainers in fluid systems to ensure they are free from foreign materials. C. Replace air handling filters. 1.14 DEMONSTRATION A. Subject system to operating tests as to demonstrate that systems will operate as indicated in the Contract Documents. If tests do not demonstrate satisfactory performance, correct deficiencies and retest systems. B. Unless otherwise directed by the Architect, perform in presence of the Architect and Owners Representative. Give 1 week notice prior to demonstration. 1.15 PROJECT RECORD DOCUMENTS A. General Record Document Requirements: Comply with Division 01 and with additional requirements indicated in this article. B. Record Drawings 1. Record Prints: Maintain one set of black -line white prints of the Contract Drawings and Shop Drawings, incorporating new and revised drawings as modifications are issued. a. Preparation: Mark record prints to show the actual installation where installation varies from that shown originally. b. Content: Types of items requiring marking include, but are not limited to, the following: 1) Revisions to routing of piping. 2) Valve locations. 3) Actual equipment locations. 4) Duct size and routing. 5) Changes made by Change Order, Construction Change Directive. 6) Changes made following Architect's written orders. c. Mark record sets with red -colored pen. Use other colors to distinguish between changes for different categories of the Work at same location. d. Note Construction Change Directive numbers, alternate numbers, Change Order numbers, and similar identification, where applicable. e. Keep marked up drawings readily available at project site. 1.16 OPERATION AND MAINTENANCE MANUALS A. Comply with Division 01 and with additional requirements indicated in this article. B. Include operation and maintenance information for all equipment. C. Include the following: 1. Product data. 2. Parts list: Include local source of parts. 3. Start-up procedures and completed start-up forms. 4. Operation data. 5. Maintenance schedule and procedures. 6. Repair procedures and sources. 7. Troubleshooting guide. . 8. Service contracts. 9. Testing, adjusting, and balancing reports. 1.0. Warranties. 11. Filter list including sizes, quantities, and locations. 12. Belt list including sizes, quantities and locations. 13. Fuse list including sizes, quantities and locations. 1.17 COMMISSIONING SUPPORT A. Provide commissioning support as required to verify complete and acceptable system functionality. Contractor shall be responsible for resolution of non-compliance or non-functioning issues discovered during commissioning for new scopes of work. 1.18 CLOSEOUT A. Submit written certification that the work has been fully completed in strict accordance with plans and specifications. B. Fee for mechanical punch list work includes two final construction reviews. The first after the contractor's written certification. The second after written certification from the Contractor that the deficiencies noted during the first review have been corrected. If additional reviews are required due to the Contractor's failure to correct the deficiency, the Engineer will be compensated on a time and material basis. Compensation for additional reviews will be deducted from final payment to the Contractor. 1.19 WARRANTY A. Where not so prescribed or defined, the warranty period shall be 1 year. Warranty periods shall not start until substantial completion. Contractor shall extend warranties specified in other sections. . SECTION 230529 - HANGERS AND SUPPORT FOR HVAC PIPING AND EQUIPMENT: 1.1 PERFORMANCE REQUIREMENTS A. Delegated Design: Design trapeze pipe hangers and equipment supports, including comprehensive engineering analysis by a qualified professional engineer, using performance requirements and design criteria indicated. B. Structural Performance: Hangers and supports for HVAC piping and equipment shall withstand the effects of gravity loads and stresses within limits and under conditions indicated according to ASCE/SEI 7 and IBC. 1. Design supports for multiple pipes, including pipe stands, capable of supporting combined weight of supported systems, system contents, and test water. 2. Design equipment supports capable of supporting combined operating weight of supported equipment and connected systems and components. 3. Design seismic -restraint hangers and supports for piping and equipment and obtain approval from authorities having jurisdiction. 2.1 METAL PIPE HANGERS AND SUPPORTS A. Carbon -Steel Pipe Hangers and Supports: B. Description: MSS SP-58, Types 1 through 58, factory -fabricated components. 1. Galvanized Metallic Coatings: Pregalvanized or hot dipped. 2. Nonmetallic Coatings: Plastic coating, jacket, or liner. 3. Padded Hangers: Hanger with fiberglass or other pipe insulation pad or cushion to support bearing surface of piping. 4. Hanger Rods: Continuous -thread rod, nuts, and washer made of carbon steel. 2.2 TRAPEZE PIPE HANGERS A. Description: MSS SP-69, Type 59, shop- or field -fabricated pipe -support assembly made from structural carbon -steel shapes with MSS SP-58 carbon -steel hanger rods, nuts, saddles, and U-bolts. 2.3 METAL FRAMING SYSTEMS A. MFMA Manufacturer Metal Framing Systems: 1. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. Allied Tube & Conduit. b. Cooper B-Line. c. Flex -Strut. . d. Approved. 2. Description: Shop- or field -fabricated pipe -support assembly for supporting multiple parallel pipes. 3. Standard: MFMA-4. 4. Channels: Continuous slotted steel channel with interned lips. 5. Channel Nuts: Formed or stamped steel nuts or other devices designed to fit into channel slot and, when tightened, prevent slipping along channel 6. Hanger Rods: Continuous -thread rod, nuts, and washer made of carbon steel. 7. Metallic Coating: Hot -dipped galvanized. 2.4 THERMAL -HANGER SHIELD INSERTS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Mechanical Pipe Shields. 2. Value Engineered Products, Inc. 3. Piping Technology & Products, Inc. 4. Approved. B. Insulation -Insert Material for Cold Piping: ASTM C 591, Type VI, Grade 1 polyisocyanurate with 125-psig minimum compressive strength and vapor barrier. C. Insulation -Insert Material for Hot Piping: ASTM C 591, Type VI, Grade 1 polyisocyanurate with 125-psig minimum compressive strength. D. For Trapeze or Clamped. Systems: Insert and shield shall cover entire circumference of pipe. E. For Clevis or Band Hangers: Insert and shield shall cover lower 360 degrees of pipe. F. Insert Length: Extend 2 inches beyond sheet metal shield for piping operating below ambient air temperature. 2.5 FASTENER SYSTEMS A. Powder -Actuated Fasteners: Threaded -steel stud, for use in hardened portland cement concrete with pull-out, tension, and shear capacities appropriate for supported loads and building materials where used. B. Mechanical -Expansion Anchors: Insert -wedge -type, stainless- steel anchors, for use in hardened portland cement concrete; with pull-out, tension, and shear capacities appropriate for supported loads and building materials where used. 2.7 EQUIPMENT SUPPORTS A. Description: Welded, shop- or field -fabricated equipment support made from structural carbon -steel shapes. 2.8 MISCELLANEOUS MATERIALS A. Structural Steel: ASTM A 36/A 36M, carbon -steel plates, shapes, and bars; black and galvanized. B. Grout: ASTM C 1107, factory -mixed and -packaged, dry, hydraulic -cement, nonshrink and nonmetallic grout; suitable for interior and exterior applications. 1. Properties: Nonstaining, noncorrosive, and nongaseous. 2. Design Mix: 5000-psi, 28-day compressive strength. 3.1 HANGER AND SUPPORT INSTALLATION A. Metal Pipe -Hanger Installation: Comply with MSS SP-69 and MSS SP-89. Install hangers, supports, clamps, and attachments as required to properly support piping from the building structure. B. Metal Trapeze Pipe -Hanger Installation: Comply with MSS SP-69 and MSS SP-89. Arrange for grouping of parallel runs of horizontal piping, and support together on field -fabricated trapeze pipe hangers. C. Metal Framing System Installation: Arrange for grouping of parallel runs of piping, and support together on field -assembled metal framing systems. D. Thermal -Hanger Shield Installation: Install in pipe hanger or shield for insulated piping. E. Fastener System Installation: 1. Install mechanical -expansion anchors in concrete after concrete is placed and completely cured. Install fasteners according to manufacturer's written instructions. F. Install hangers and supports complete with necessary attachments, inserts, bolts, rods, nuts, washers, and other accessories. G. Equipment Support Installation: Fabricate from welded -structural -steel shapes. H. Install hangers and supports to allow controlled thermal and seismic movement of piping systems, to permit freedom of movement between pipe anchors, and to facilitate action of expansion joints, expansion loops, expansion bends, and similar units. I. Install lateral bracing with pipe hangers and supports to prevent swaying. J. Load Distribution: Install hangers and supports so that piping live and dead loads and stresses from movement will not be transmitted to connected equipment. K. Pipe Slopes: Install hangers and supports to provide indicated pipe slopes and to not exceed maximum pipe deflections allowed by ASME B31.9 for building services piping. L. Insulated Piping: 1. Attach clamps and spacers to piping. a. Piping Operating above Ambient Air Temperature: Clamp may project through insulation. b. Piping Operating below Ambient Air Temperature: Use thermal -hanger shield insert with clamp sized to match OD of insert. c. Do not exceed pipe stress limits allowed by ASME B31.9 for building services piping. 3.2 EQUIPMENT SUPPORTS A. Fabricate structural -steel stands to suspend equipment from structure overhead or to support equipment above floor. B. Grouting: Place grout under supports for equipment and make bearing surface smooth. RECEIVED C. Provide lateral bracing, to prevent swaying, for equipment supports. CITY OF TUKWILA SECTION 230548 - VIBRATION AND SEISMIC CONTROLS FOR HVAC MAR 0 9 2015 1.1 ACTION SUBMITTALS A. Product Data: For each type of product. PERMIT CENTER 1. Include rated load, rated deflection, and overload capacity for each vibration isolation device. 2. Illustrate and indicate style, material, strength, fastening provision, and finish for each type and size of vibration isolation device and seismic -restraint component required. a. Tabulate types and sizes of seismic restraints, complete with report numbers. and rated strength in tension and shear as evaluated by an agency acceptable to authorities having jurisdiction. . b. Annotate to indicate application of each product submitted and compliance with requirements. 3. Interlocking Snubbers: Include ratings for horizontal, vertical, and combined loads. B. Delegated -Design Submittal: For each vibration isolation and seismic -restraint device. 1. Design and select restraint devices for ducts, pipes and equipment to meet seismic requirement defined in IBC, ASCE 7-05 and authority having jurisdiction. a. Site Class. b. Seismic Use Group or Building. SEPARATE 1) Component Importance Factor. 2) Component Response Modification Factor. PERMIT AN 3) Component Amplification Factor. }1 c. Design Spectral Response Acceleration at Short PerioM2S U J' D svp 3/1t /6 Q :RoQ= N co C7 120� ti CO M o a M a N a a 0 o 9 0 W - C g p .0 U 0 co U, 11 o a 00 N N W N w = ._ to N W cc - a� > 8 W a = 3 >-U.,Zco CD co Lo z =UJ Z w Q W U 0 n W I= .0) c d) f ? _0 V L cc creating extraordinary spaces www.cr-architects.com 800.469.4949 CONSULTANTS METRIC E N G I N E E R S 1131 SW 7TH ST, SUITE 110 RENTON, WA 98057 425-336-2822 www.metrixeng.com ISSUE/REVISION 03/06/2015 PERMIT ISSUE PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 215001 ISSUE DATE MAR 6. 2015 SHEET TITLE MECHANICAL SPECIFICATIONS SHEET NO. D4M003 c 2015 Cole+Russell Architects, Inc. a 2 (] wZ Z a� 8 ZW 0, F- U Z Q O< W W Hfn LL I Z, W LIJ _J FU z ° � Z WLU U) Z UU O t= 00 =a ~� == Z5 0 z� UM ~a =W it 0 Q a. J 3 W ca~ M_ W d3: U� LL LL O O �r W W3 as IL 0 WLL >W Fa -1 N OW 2< �I I Ur a U. , i o ,.. N &o aM r r C, it Z 7 20 0 U W p oa LU dt o iO F_m a d. Design Spectral Response Acceleration at 1.0-Second Period. 2. Include design calculations and details for selecting vibration isolators, seismic restraints, and vibration isolation bases complying with performance requirements, design criteria, and analysis data signed and sealed by the qualified professional engineer responsible for their preparation. 3. Design Calculations: Calculate static and dynamic loading due to equipment weight, operation, and seismic forces required to select vibration isolators and seismic restraints and for designing vibration isolation bases. a. Coordinate design calculations with wind load calculations required for equipment mounted outdoors. Comply with requirements in other Sections for equipment mounted outdoors. 4. Riser Supports: Include riser diagrams and calculations showing anticipated expansion and contraction at each support point, initial and final loads on building structure, spring deflection changes, and seismic loads. Include certification that riser system was examined for excessive stress and that none exists. 5. Seismic -Restraint Details: a. Design Analysis: To support selection and arrangement of seismic restraints. Include calculations of combined tensile and shear loads. b. Details: Indicate fabrication and arrangement. Detail attachments of restraints to the restrained items and to the structure. Show attachment locations, methods, and spacings. Identify components, list their strengths, and indicate directions and values of forces transmitted to the structure during seismic events. Indicate association with vibration isolation devices. c. Preapproval and Evaluation Documentation: By an agency acceptable to authorities having jurisdiction, showing maximum ratings of restraint items and the basis for approval (tests or calculations). 2.1 MANUFACTURERS. A. Subject to compliance with requirements, provide products by one of the following: 1. Mason. 2. Approved. 2.2 PRODUCTS. A. Spring hangers. B. Restraint channel bracings. C. Restraint cables. D. Seismic -restraint accessories. E. Mechanical anchor bolts. 3.1 VIBRATION CONTROL AND SEISMIC -RESTRAINT DEVICE INSTALLATION A. Piping Restraints: 1. Comply with requirements in MSS SP-127. B. Install cables so they do not bend across edges of adjacent equipment or building structure. C. Install seismic -restraint devices using methods approved by an agency acceptable to authorities having jurisdiction that provides required submittals for component. 3.2 FIELD QUALITY CONTROL A. Perform tests and inspections when required by authority having jurisdiction. SECTION 230593 - TESTING, ADJUSTING, AND BALANCING FOR HVAC 1.1 QUALITY ASSURANCE A. TAB Contractor Qualifications: Engage a TAB entity certified by AABC or NEBB. B. TAB Conference: Meet with Architect/Engineer on approval of the TAB strategies and procedures plan to develop a mutual understanding of the details. Require the participation of the TAB field supervisor and technicians. Provide seven days' advance notice of scheduled meeting time and location. C. TAB Report Forms: Use standard TAB contractor's forms approved by Architect/Engineer. 3.1 EXAMINATION A. Examine the Contract Documents to become familiar with Project requirements and to discover conditions in systems' designs that may preclude proper TAB of systems and equipment. B. Examine the approved submittals for HVAC systems and equipment. C. Examine design data including HVAC system descriptions, statements of design assumptions for environmental conditions and systems' output, and statements of philosophies and assumptions about HVAC system and equipment controls. D. Examine terminal units, such as variable -air -volume boxes, and verify that they are accessible and their controls are connected and functioning. 3.2 GENERAL PROCEDURES FOR TESTING AND BALANCING A. Perform testing and balancing procedures on each system according to the procedures contained in AABC's "National Standards for Total System Balance" or NEBB's "Procedural Standards for Testing, Adjusting, and Balancing of Environmental Systems" and in this Section. B. Balance new and existing systems for entire floor. 3.3 PROCEDURES FOR VARIABLE -AIR -VOLUME SYSTEMS A. Compensating for Diversity: When the total airflow of all terminal units is more than the indicated airflow of the fan, place a selected number of terminal units at a minimum set -point airflow with the remainder at maximum -airflow condition until the total airflow of the terminal units equals the indicated airflow of the fan. Select the reduced -airflow terminal units so they are distributed evenly among the branch ducts. B. Pressure -Independent, Variable -Air -Volume Systems: After the fan systems have been adjusted, adjust the variable -air -volume systems as follows: 1. Set outdoor -air dampers at minimum, and set return- and exhaust -air dampers at a position that simulates full -cooling load. 2. Select the terminal unit that is most critical to the supply -fan airflow and static pressure. Measure static pressure. Adjust system static pressure so the entering static pressure for the critical terminal unit is not less than the sum of the terminal -unit manufacturer's recommended minimum inlet static pressure plus the static pressure needed to overcome terminal -unit discharge system losses. . 3. Measure total system airflow. Adjust to within indicated airflow. 4. Set terminal units at maximum airflow and adjust controller or regulator to deliver the designed maximum airflow. Use terminal -unit manufacturer's written instructions to make this adjustment. When total airflow is correct, balance the air outlets downstream from terminal units. 5. Set terminal units at minimum airflow and adjust controller or regulator to deliver the designed minimum airflow. Check air outlets for a proportional reduction in airflow. a. If air outlets are out of balance at minimum airflow, report the condition but leave outlets balanced for maximum airflow. 6. Remeasure the return airflow to the fan while operating at maximum return airflow and minimum outdoor airflow. 7. Measure static pressure at the most critical terminal unit and adjust the static -pressure controller at the main supply -air sensing station to ensure that adequate static pressure is maintained at the most critical unit. 8. Record final fan -performance data. 3.4 FINAL REPORT A. General: Prepare a certified written report; tabulate and divide the report into separate sections for tested systems and balanced systems. 1. Include a certification sheet at the front of the report's binder, signed and sealed by the certified testing and balancing engineer. 2. Include a list of instruments used for procedures, along with proof of calibration. B. General Report Data: In addition to form titles and entries, include the following data: 1. Title page. . 2. Name and address of the TAB contractor. 3. Project name. 4. Project location. 5. Architect's name and address. 6. Engineer's name and address. 7. Contractor's name and address. 8. Report date. 9. Signature of TAB supervisor who certifies the report. 10. Table of Contents with the total number of pages defined for each section of the report. Number each page in the report. 11. Summary of contents including the following: a. Indicated versus final performance. b. Notable characteristics of systems. c. Description of system operation sequence if it varies from the Contract Documents. 12. Nomenclature sheets for each item of equipment. 13. Data for terminal units, including manufacturer's name, type, size, and fittings. 14. Notes to explain why certain final data in the body of reports vary from indicated values. 3.5 INSPECTIONS A. Final Inspection: 1. After initial inspection is complete and documentation by random checks verifies that testing and balancing are complete and accurately documented in the final report, request that a final inspection be made by Architect/Engineer. B. TAB Work will be considered defective if it does not pass final inspections. If TAB Work fails, proceed as follows: 1. Recheck all measurements and make adjustments. Revise the final report and balancing device settings to include all changes; resubmit the final report and request a second final inspection. 2. If the second final inspection also fails, Owner may contract the services of another TAB contractor to complete TAB Work according to the Contract Documents and deduct the cost of the services from the original TAB contractor's final payment. SECTION 230700 - HVAC INSULATION 1.1 SCHEDULING A. Schedule insulation application after pressure testing systems. Insulation application may begin on segments that have satisfactory test results. 2.1 INSULATION MATERIALS A. Fiberglass, Preformed Pipe Insulation: 1. Products: Subject to compliance with requirements, provide one of the following: a. Johns Manville, Model Micro-Lok. b. Knauf Insulation. c. Manson Insulation Inc. . d. Owens Corning. e. Approved. 2. Type I, 850 F Materials: Mineral or glass fibers bonded with a thermosetting resin. Comply with ASTM C 547, Type I, Grade A, with factory -applied ASJ-SSL. Factory -applied jacket requirements are specified in "Factory -Applied Jackets" Article. 3. K-value not greater than 0.23 at 75°F mean temperature. . i B. Flexible Elastomeric Insulation: Closed -cell, sponge- or expanded -rubber materials. Comply with ASTM C 534, Type H for sheet materials. 1. Products: Subject to compliance with requirements, provide one of the following: a. Aeroflex USA, Inc.; Aerocel. b. Armacell LLC; AP Armaflex. c. K-Flex USA; In.sul-Sheet, K Flex Gray Duct Liner, and K-FLEX LS. d. Approved. C. Fiberglass Blanket Insulation: Mineral or glass fibers bonded with a thermosetting resin. Comply with ASTM C 553, Type II and ASTM C 1290, Type III with factory -applied FSK jacket. Factory -applied jacket requirements are specified in "Factory -Applied Jackets" Article. 1. Products: Subject to compliance with requirements, provide one of the following a. CertainTeed, Model SoftTouch Duct Wrap. b. Johns Manville. c. Knauf Insulation. d. Owens Corning. e. Approved D. Insulation and coverings shall have minimum ASTM flame spread rating of 25 or less and an ASTM smoke developed rating of 50 or less. 3.1 GENERAL INSTALLATION REQUIREMENTS A. Install insulation materials, accessories, and finishes with smooth, straight, and even surfaces; free of voids throughout the length of piping including fittings, valves, and specialties and length of ducts and fittings. B. Install insulation materials, forms, vapor barriers or retarders, jackets, and thicknesses required for each item of pipe and duct systems, and item of equipment as specified in insulation system schedules. C. Install accessories compatible with insulation materials and suitable for the service. Install accessories that do not corrode, soften, or otherwise attack insulation or jacket in either wet or dry state. D. Install insulation with longitudinal seams at top and bottom of horizontal runs. E. Install multiple layers of insulation with longitudinal and end seams staggered. F. Do not weld brackets, clips, or other attachment devices to piping, fittings, and specialties. G. Keep insulation materials dry during application and finishing. H. Install insulation with tight longitudinal seams and end joints. Bond seams and joints with adhesive recommended by insulation material manufacturer. I. Install insulation with least number of joints practical. J. Where vapor barrier is indicated, seal joints, seams, and penetrations in insulation at hangers, supports, anchors, and other projections with vapor -barrier mastic. 1. Install insulation continuously through hangers and around anchor attachments. 2. For insulation application where vapor barriers are indicated, extend insulation on anchor legs from point of attachment to supported item to point of attachment to structure. Taper and seal ends at attachment to structure with vapor -barrier mastic. 3. Install insert materials and install insulation to tightly join the insert. Seal insulation to insulation inserts with adhesive or sealing compound recommended by insulation material manufacturer. 4. Cover inserts with jacket material matching adjacent pipe insulation. Install shields. over jacket, arranged to protect jacket from tear or puncture by hanger, support, and shield. K. Apply adhesives, mastics, and sealants at manufacturer's recommended coverage rate and wet and dry film thicknesses. L. Cut insulation in a manner to avoid compressing insulation more than 75 percent of its nominal thickness. M. Finish installation with systems at operating conditions. Repair joint separations and cracking due to thermal movement. N. Repair damaged insulation facings by applying same facing material over damaged areas. Extend patches at least 4 inches beyond damaged areas. Adhere, staple, and seal patches similar to butt joints. 3.2 INDOOR PIPING INSULATION SCHEDULE A. Condensate: 1. Insulation shall be the following: a. Fiberglass: 1 inch thick. 3.3 INDOOR DUCT AND PLENUM INSULATION SCHEDULE A. Concealed, round and flat -oval, and rectangular duct insulation shall be the following: 1. Fiberglass Blanket: 1 inch thick and 1.5 to 3.0-lb/cu. ft. nominal density. Total thermal resistance of at least R-3.3. SECTION 230900 - INSTRUMENTATION AND CONTROL FOR HVAC 1.1 COORDINATION A. Coordinate location of new thermostats and other exposed control sensors with plans and room details before installation. 2.1 CONTROL SYSTEM A. Manufacturers: Honeywell . 1. Provide programmable thermostats compatible with existing mechanical equipment and future replacement equipment. B. Control system shall consist of sensors, indicators, actuators, final control elements, interface equipment, other apparatus, and accessories to control mechanical systems per building standards. C. Graphics: 1. Provide graphics to match existing building standards. 2.2 CONTROLS EQUIPMENT (CONTROLLERS, THERMOSTATS, ACTUATORS, ETC), A. Match existing building standard and communication protocol requirements. 2.3 CONTROL WIRING 1. Match existing building standard. B. Control Wiring: 1. Sized for load, current, and voltage. 2. Approved or listed for the intended application by agencies such as UL, NEC, and CSA. 3. Copper. 4. As required by specified function and by equipment manufacturer. 5. Insulation rated for highest voltage circuit in conduit. 6. UL listed and labeled for plenum use. SECTION 233113 - METAL DUCTS 1.1 PERFORMANCE REQUIREMENTS A. Delegated Duct Design: Duct construction, including sheet metal thicknesses, seam and joint construction, reinforcements, and hangers and supports, shall comply with SMACNA's "HVAC Duct Construction Standards - Metal and Flexible" and performance requirements and design criteria indicated in "Duct Schedule" Article. B. Structural Performance: Duct hangers and supports and seismic restraints shall withstand the effects of gravity and seismic loads and stresses within limits and under conditions described in SMACNA's "HVAC Duct Construction Standards - Metal and Flexible" and ASCE/SEI 7. 2.1 SINGLE -WALL RECTANGULAR DUCTS AND FITTINGS A. General Fabrication Requirements: Comply with SMACNA's "HVAC Duct Construction Standards - Metal and Flexible" based on indicated static -pressure class unless otherwise indicated. B. Transverse Joints: Select joint types and fabricate according to SMACNA's "HVAC Duct Construction Standards - Metal and Flexible," Figure 2-1, "Rectangular Duct/Transverse Joints," for static -pressure class, applicable sealing requirements, materials involved, duct -support intervals, and other provisions in SMACNA's "HVAC Duct Construction Standards - Metal and Flexible." C. Longitudinal Seams: Select seam types and fabricate according to SMACNA's "HVAC Duct Construction Standards Metal and Flexible," Figure 2-2, "Rectangular Duct/Longitudinal Seams," for static -pressure class, applicable sealing requirements, materials involved, duct -support intervals, and other provisions in SMACNA's "HVAC Duct Construction Standards - Metal and Flexible." D. Elbows, Transitions, Offsets, Branch Connections, and Other Duct Construction: Select types and fabricate according to SMACNA's "HVAC Duct Construction Standards - Metal and Flexible," Chapter 4, "Fittings and Other Construction," for static -pressure class, applicable sealing requirements, materials involved, duct -support intervals, and other provisions in SMACNA's "HVAC Duct Construction Standards - Metal and Flexible." 2.2 SINGLE -WALL ROUND DUCTS AND FITTINGS A. General Fabrication Requirements: Comply with SMACNA's "HVAC Duct Construction Standards - Metal and Flexible," Chapter 3, "Round, Oval, and Flexible Duct," based on indicated static -pressure class unless otherwise indicated. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. Lindab Inc. b. McGill AirFlow LLC. c. SEMCO Incorporated. d. Sheet Metal Connectors, Inc. e. Spiral Manufacturing Co., Inc. f. Approved. B. Transverse Joints: Select joint types and fabricate according to SMACNA's "HVAC Duct Construction Standards - Metal and Flexible," Figure 3-1, "Round Duct Transverse Joints," for static -pressure class, applicable sealing requirements, materials involved, duct -support intervals, and other provisions in SMACNA's "HVAC Duct Construction Standards - Metal and Flexible." C. Longitudinal Seams: Select seam types and fabricate according to SMACNA's "HVAC Duct Construction Standards - Metal and Flexible," Figure 3-2, "Round Duct Longitudinal Seams," for static -pressure class, applicable sealing requirements, materials involved, duct -support intervals, and other provisions in SMACNA's "HVAC Duct Construction Standards - Metal and Flexible." D. Tees and Laterals: Select types and fabricate according to SMACNA's "HVAC Duct Construction Standards - Metal and Flexible," Figure 3-5, "90 Degree Tees and Laterals," and. Figure 3-6, "Conical Tees," for static -pressure class, applicable sealing requirements, materials involved, duct -support intervals, and other provisions in SMACNA's "HVAC Duct Construction Standards - Metal and Flexible." 2.3 SEALANT AND GASKETS A. General Sealant and Gasket Requirements: Surface -burning characteristics for sealants and gaskets shall be a maximum flame -spread index of 25 and a maximum smoke -developed index of 50 when tested according to UL 723; certified by an NRTL. B. Water -Based Joint and Seam Sealant: 1. Application Method: Brush on. 2. Solids Content: Minimum 65 percent. 3. Shore A Hardness: Minimum 20. 4. Water resistant. 5. Mold and mildew resistant. 6. VOC: Maximum 75 g/L (less water). 7. Maximum Static -Pressure Class: 10-inch wg, positive and negative. 8. Service: Indoor or outdoor. 9. Substrate: Compatible with galvanized sheet steel (both PVC coated and bare), stainless steel, or aluminum sheets. C. Flanged Joint Sealant: Comply with ASTM C 920. 1. General: Single -component, acid -curing, silicone, elastomeric. 2. Type: S. 3. Grade: NS. 4. Class: 25. 5. Use: O. D. Flange Gaskets: Butyl rubber, neoprene, or EPDM polymer with polyisobutylene plasticizer. E. Round Duct Joint O-Ring Seals: 1. Seal shall provide maximum leakage class of 3 cfm/l00 sq. ft. at 1-inch wg and shall berated for 10-inch wg static -pressure class, positive or negative. 2. EPDM 0-ring to seal in concave bead in coupling or fitting spigot. 3. Double -lipped, EPDM O-ring seal, mechanically fastened to factory -fabricated couplings and fitting spigots. 2.4 HANGERS AND .SUPPORTS A. Hanger Rods for Noncorrosive Environments: Cadmium -plated steel rods and nuts. B. Strap and Rod Sizes: Comply with SMACNA's "HVAC Duct Construction Standards - Metal and Flexible," Table 5-1, "Rectangular Duct Hangers Minimum Size," and. Table 5-2, "Minimum Hanger Sizes for Round Duct." C. Steel Cables for Galvanized -Steel Ducts: Galvanized steel complying with ASTM A 603. D. Steel Cable End Connections: Cadmium -plated steel assemblies with brackets, swivel, and bolts designed for duct hanger service; with an automatic -locking and clamping device. E. Duct Attachments: Sheet metal screws, blind rivets, or self -tapping metal screws; compatible with duct materials. F. Trapeze and Riser Supports: 1. Supports for Galvanized -Steel Ducts: Galvanized -steel shapes and plates. 2. Supports for Stainless -Steel Ducts: Stainless -steel shapes and plates. 3. Supports for Aluminum Ducts: Aluminum or galvanized steel coated with zinc chromate. 3.1 DUCT INSTALLATION A. Drawing plans, schematics, and diagrams indicate general location and arrangement of duct system. Indicated duct locations, configurations, and arrangements were used to size ducts and calculate friction loss for air -handling equipment sizing and for other design considerations. Install duct systems as indicated unless deviations to layout are approved on Shop Drawings and Coordination Drawings. B. Install ducts according to SMACNA's "HVAC Duct Construction Standards - Metal and Flexible" unless otherwise indicated. C. Install round ducts in maximum practical lengths. D. Install ducts with fewest possible joints. E. Install factory- or shop -fabricated fittings for changes in direction, size, and shape and for branch connections. F. Unless otherwise indicated, install ducts vertically and horizontally, and parallel and perpendicular to building lines. G. Install ducts close to walls, overhead construction, columns, and other structural and permanent enclosure elements of building. H. Install ducts with a clearance of 1 inch, plus allowance for insulation thickness. I. Route ducts to avoid passing through transformer vaults and electrical equipment rooms and enclosures. J. Where ducts pass through non -fire -rated interior partitions and exterior walls and are exposed to view, cover the opening between the partition and duct or duct insulation with sheet metal flanges of same metal thickness as the duct. Overlap openings on four sides by at least 1-1/2 inches. K. Protect duct interiors from moisture, construction debris and dust, and other foreign materials. 3.2 DUCT SEALING A. Seal ducts to the following seal classes according to SMACNA's "HVAC Duct Construction Standards - Metal and Flexible": 1. Ducts in Pressure Classes 2-Inch wg and Lower: Seal Class B. 2. Ducts in Pressure Classes Higher Than 2-Inch wg: Seal Class A. 3.3 HANGER AND SUPPORT INSTALLATION A. Comply with SMACNA's "HVAC Duct Construction Standards - Metal and Flexible," Chapter 5, "Hangers and Supports." B. Building Attachments: Concrete inserts, powder -actuated fasteners, or structural -steel fasteners appropriate for construction materials to which hangers are being attached. 1. Install powder -actuated concrete fasteners after concrete is placed and completely cured. 2. Use powder -actuated concrete fasteners for standard -weight aggregate concretes or for slabs more than 4 inches thick. 3. Do not use powder -actuated concrete fasteners for lightweight -aggregate concretes or for slabs less than 4 inches thick. 4. Do not use powder -actuated concrete fasteners for seismic restraints. C. Hanger Spacing: Comply with SMACNA's "HVAC Duct Construction Standards - Metal and Flexible," Table 5-1, "Rectangular Duct Hangers Minimum Size,'" and Table 5-2, "Minimum Hanger Sizes for Round Duct," for maximum hanger spacing; install hangers and supports within 24 inches of each elbow and within 48 inches of each branch intersection. D. Hangers Exposed to View: Threaded rod and angle or channel supports. E. Support vertical ducts with steel angles or channel secured to the sides of the duct with welds, bolts, sheet metal screws, or blind rivets; support at each floor and at a maximum intervals of 16 feet. . F. Install upper attachments to structures. Select and size upper attachments with pull-out, tension, and shear capacities appropriate for supported loads and building materials where used. 3.4 CONNECTIONS A. Make connections to equipment with flexible connectors complying with Section 233300 "Air Duct Accessories." B. Comply with SMACNA's "HVAC Duct Construction Standards - Metal and Flexible" for branch, outlet and inlet, and terminal unit connections. 3.5 DUCT SCHEDULE A. Supply Ducts: 1. Ducts Connected downstream of Terminal Units and Heat Pump (HP): a. Pressure Class: Positive 2-inch wg. 2. Ducts Connected to Variable -Air -Volume Air -Handling Units (upstream of Terminal Units): a. Pressure Class: Positive 4-inch wg. SECTION 233300 - AIR DUCT ACCESSORIES 2.1 MANUAL VOLUME DAMPERS A. General: Fabricate in accordance with SMACNA, same material as for duct construction. B. Standard, Steel, Manual Volume Dampers: 1. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. Ruskin, Model MD and MDR b. American Warming and Ventilating. c. Greenheck. d. Nailor. e. Approved. 2. Standard leakage rating, with linkage outside airstream. 3. Suitable for horizontal or vertical applications. 4. Maximum Temperature: 250°F. 5. Maximum Air Velocity: 1500 fpm. 6. Maximum System Pressure: 2 inch wg. 7. Frames: a. Frame: 20 gage channel frame, galvanized sheet steel. b. Mitered and welded corners. c. Flangeless frames for installing in ducts. 8. Blades: a. Multiple or single blade. b. Parallel- or opposed -blade design. c. Stiffen damper blades for stability. d. Galvanized -steel, 20 gage. 9. Blade Axles: Galvanized steel. 10. Bearings: a. Molded synthetic. b. Dampers in ducts with pressure classes of 3-inch wg or less shall have axles full length of damper blades and bearings at both ends of operating shaft. 11. Tie Bars and Brackets: Galvanized steel. C. Damper Hardware: 1. Zinc -plated, die-cast core with dial and handle made of 3/32-inch- thick zinc -plated steel, and a 3/4-inch hexagon locking nut. 2. Include center hole to suit damper operating -rod size. 3. Include elevated platform for insulated duct mounting. 2.2 FLANGE CONNECTORS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Ductmate. 2. Approved. B. Description: Roll -formed, factory -fabricated, slide -on transverse flange connectors, gaskets, and components. C. Material: Galvanized steel. D. Gage and Shape: Match connecting ductwork. 2.3 TURNING VANES A. General Requirements: Comply with SMACNA's "HVAC Duct Construction Standards - Metal and Flexible"; Figures 4-35 "Vanes and Vane Runners," and 4-4, "Vane Support in Elbows." Same material as adjacent duct. B. Vane Construction: Double wall. 2.4 DUCT -MOUNTED ACCESS DOORS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Ductmate. 2. Greenheck. 3. McGill AirFlow. . 4. Nailor. 5. Approved. B. Duct -Mounted Access Doors: Fabricate access panels according to SMACNA's "HVAC Duct Construction Standards - Metal and Flexible"; Figures 7-2, "Duct Access Doors and Panels," and 7-3, "Access Doors. - Round Duct." 1. Door: a. Double wall, rectangular. b. Galvanized sheet metal with insulation fill and thickness as indicated for duct pressure class. c. Vision panel. d. Hinges and Latches: 1-by-1 -inch butt or piano hinge and cam latches. e. Fabricate doors airtight and suitable for duct pressure class. 2. Frame: Galvanized sheet steel, with bend -over tabs and foam gaskets. 2.5 FLEXIBLE DUCTS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Thermaflex, Model M-KE 2. Flexmaster. 3. Approved. B. Insulated, Flexible Duct: UL 181, Class 1, max flame spread rating 25, max smoke -development rating 50, CPE duct liner film supported by helically wound, spring -steel wire; fibrous -glass insulation; metallized vapor -barrier film. 1. Pressure Rating: 4-inch wg positive and 1-inch wg negative. 2. Maximum Air Velocity: 5000 fpm. 3. Temperature Range: Minus 20 to plus 250 deg F. 4. Insulation R-Value: 4.2. C. Flexible Duct Connectors: 1. Clamps: Stainless -steel band with cadmium -plated hex screw to tighten band with a worm -gear action in sizes 3 through 18 inches, to suit duct size. 3.1 INSTALLATION A. Install duct accessories according to applicable details in SMACNA's "HVAC Duct Construction Standards - Metal and Flexible" for metal ducts and in NAIMA AH 116, "Fibrous Glass Duct Construction Standards," ' for fibrous -glass ducts. B. Install volume dampers at points on supply, return, and exhaust systems where branches extend from larger ducts. Where dampers are installed in ducts having duct liner, install dampers with hat channels of same depth as liner, and terminate liner with nosing at hat channel. 1. Install steel volume dampers in steel ducts. 2. [Install aluminum volume dampers in aluminum ducts.] 3. Volume dampers may not be shown on the drawings. Install volume damper in duct to each supply, return, and exhaust diffuser, register or grille. 4. Install volume damper in accessible locations as far from diffuser, register or grill as possible. 5. Install lh inch wide orange colored surveyors tape on quadrant of volume dampers located above ceilings. C. Set dampers to fully open position before testing, adjusting, and balancing. D. Install duct access doors on sides of ducts to allow for inspecting, adjusting, and maintaining accessories and _ equipment at the following locations: 1. Downstream from manual volume dampers and equipment. E. Install flexible connectors to connect ducts to equipment. F. Connect terminal units to supply ducts with maximum 12-inch lengths of flexible duct. Do not use flexible ducts to change directions. G. Connect diffusers to ducts with maximum 60-inch lengths of flexible duct clamped or strapped in place. H. Connect flexible ducts to metal ducts with draw bands. SECTION 233713 - DIFFUSERS, REGISTERS, AND GRILLES 2.1 DIFFUSERS, REGISTERS AND GRILLES A. Diffusers, Registers, and Grilles: 1. Basis -of -Design Product: Refer to schedule on mechanical drawings. New diffusers, registers and grilles shall match existing condition and building standard requirments. 4. Mounting: Furnish with border type compatible with adjacent ceiling, wall or floor type. Refer to architectural drawings and specifications for ceiling, wall or floor systems. 3.1 EXAMINATION A. Examine areas where diffusers, registers, and grilles are to be installed for compliance with requirements for installation tolerances and other conditions affecting performance of equipment. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION A. Install diffusers, registers, and grilles level and plumb. B. Ceiling -Mounted Outlets and Inlets: Drawings indicate general arrangement of ducts, fittings, and accessories. Air outlet and inlet locations have been indicated to achieve design requirements for air volume, noise criteria, airflow pattern, throw, and pressure drop. Make final locations where indicated, as much as practical. For units installed in lay -in ceiling panels, locate units in the center of panel. Where architectural features or other items conflict with installation, notify Architect for a determination of final location. C. Install diffusers, registers, and grilles with airtight connections to ducts and to allow service and maintenance of dampers, air extractors, and fire dampers. 3.3 ADJUSTING A. After installation, adjust diffusers, registers, and grilles to air patterns indicated, or as directed, before starting air balancing. RECEIVED CITY OF TUKWILA MAR. 0.9 2015 PERMIT CENTER - �. - ��: . _­1_ -, 11 11 a " W - 3/4 /15 a N ti Ch N .� Lo c a o c 0 "ItN n �; o m v m T5 > o W o Q o c g C N N H N 2 _ 3 _� y H >+ `2 cc 11 co _U a L0 z co L Q > g W U LU C .c. V cc creating extraordinary spaces www.cr-architects.com 800.469.4949 CONSULTANTS METRIX E N G I N E E R S 1131 SW 7TH ST, SUITE 110 RENTON, WA 98057 425-336-2822 www.metrixeng.com ISSUE/REVISION 03/06/2015 PERMIT ISSUE PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD. TUKWILA, WA 98188 COMMISSION NO. 215001 ISSUE DATE MAR 6, 201 a SHEET TITLE MECHANICAL SPECIFICATIONS SHEET NO. M004 0 2015 Cole+Russell Architects, Inc. A . Al B a � U w Z Z - QF Z U Z W O U= F= U Z O Q F, J J w 0U U. m Z+ — W W J =O I-U M LL 00 Z F f- Z ZW W U) Z UU O F. 0� W J � 'X0. � W =w 0 Z8 0w W =w U W a m J j W �U W 2 o� U0 o LL or U mw wp a. 0, av W LL > U yw a J N W = a r v0 S w .- 0= o r O of a. 0: o wE Co Co w� 20 C U W p 00 a: w UU p 2 W J �m a 1 i 2 S 4 `36 7.s 8 First Floor Mechanical Demolition Plan Scale: 1 /8"=1'-0" GENERAL NOTES: 1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. 2. COORDINATE ALL SHUTDOWNS WITH LANDLORD AND OTHER TENANTS. FLAG NOTES: DEMOLISH ALL FIRST FLOOR SUPPLY AND RETURN DUCTWORK FROM RTU-04 BACK TO RISERS IN FIRST FLOOR CEILING SPACE. DEMOLISH ALL SUPPLY DIFFUSERS AND RETURN/TRANSFER GRILLES. DEMOLISH ALL FIRST FLOOR'SUPPLY AND RETURN DUCTWORK FROM RTU-05 THAT SERVES AREA OF TENANT IMPROVEMENT BACK TO RISERS IN FIRST FLOOR CEILING SPACE. ALL OTHER DUCTWORK SERVING ADJACENT SPACE SHALL REMAIN. DEMOLISH ALL SUPPLY DIFFUSERS AND RETURN/TRANSFER GRILLES. DEMOLISH ALL FIRST FLOOR SUPPLY AND RETURN DUCTWORK FROM RTU-08 BACK TO RISERS IN FIRST FLOOR CEILING SPACE. DEMOLISH ALL SUPPLY DIFFUSERS AND RETURN/TRANSFER GRILLES. [4> DEMOLISH EXISTING WATER CLOSET, SHOWER, LAVATORY AND FLOOR DRAIN. CAP EXISTING COLD WATER, WASTE AND VENT PIPING TO ACCOMMODATE INSTALLATION OF NEW KITCHEN SINK. REMOVE ALL OTHER ASSOCIATED HOT WATER, COLD WATER, WASTE AND VENT PIPING BACK TO ACTIVE MAIN. DEMOLISH EXISTING KITCHEN SINK. REMOVE ALL ASSOCIATED HOT WATER, WASTE AND VENT PIPING BACK TO ACTIVE MAIN. CAP COLD WATER FOR FUTURE CONNECTION. RECEIVED CITY OF TUKWILA MAR. 0 9 2015 PERMIT CENTER 3/ t/r5 CR 1+ to N W M � (D U') C7 CA O a Ci 04 G L0 NO O N = iA X rn N O O � U m ai U C � N U Ooo Cn o 0 o a; o N W Co CV Ncc N N Q CO v �c Cu 0 C 2 co U > m Z In CD � In creating extraordinary spaces www.cr-architects.com 800.469.4949 CONSULTANTS METRIX E N G I N E E R S 1131 SW 7TH ST, SUITE 110 RENTON, WA 98057 425-336-2822 www.metrixeng.com ISSUEIREVISION 03/06/2015 PERMIT ISSUE PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 215001 ISSUE DATE MAR 6.2015 , 0 FIRST FLOOR MECHANICAL DEMOLITION PLAN SEPARATE NN SHEET NO. PERINA9T AND rt PV 144V IVI u %J I © 2015 Cole+Russell Architects, Inc. D. ............................... ....... C and cn Z Z - aF ~U Z W 0, �= U Z Q 0 J W 0.' m O� Z w — W W J =O 1- U Q� LL 00 Z I- f-- Z Z W W to Z UU O F aU w xa rx W W W W F- zo Z� 0 0 Wre F-¢ =w UW �rf a rn w3W W= o� Uu-= 0 r �U =w W 0 a 0a av LL >U y W a J V% W r O Z zd = m Ur 0' 0= o w 08 of t Fo W cow Z w= �0 0 oa w UU 0 Fm a I f I t i f f t f f I ( f E E4 t f i t � f � i f I C Second Floor Mechanical Demolition Plan Scale: 1 /8"=1 '-0' GENERAL NOTES: 1. CONTRACTOR SHALL VERIFY EXISTING ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. FLAG NOTES: DEMOLISH ALL SUPPLY AND RETURN DUCTWORK FROM RTU-01 THAT SERVES AREA OF TENANT IMPROVEMENT. ALL OTHER DUCTWORK SERVING ADJACENT SPACE SHALL REMAIN. DEMOLISH ALL SUPPLY DIFFUSERS AND RETURN/TRANSFER GRILLES. [2�> DEMOLISH ALL SUPPLY AND RETURN DUCTWORK FROM ROOFTOP UNIT BACK TO RISERS DOWN THROUGH ROOF. DEMOLISH ALL SUPPLY DIFFUSERS AND RETURN/TRANSFER GRILLES. ij RECEIVED CITY OF TUKWILA MAR. 0 9 2015 PERMIT CENTER 3/1 /6 a�co N C � C C14 ti C7 N (0 tf] cM 03 � a M fl N a a C N V' N ti Op 0 ~ Q R U ai c j Cm �U U !j L o 0 o ar o 0 0 N N N 'I) N N � �+ co > Cn a 75 ca .0a 5 � Z C/3 o o co coo � � .N f U L co creating extraordinary spaces www.cr-architects.com 800.469.4949 CONSULTANTS 1131 SW 7TH ST, SUITE 110 RENTON, WA 98057 425-336-2822 www.metrixeng.com ISSUE/REVISION 03/06/2015 PERMIT ISSUE PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 215001 ISSUE DATE MAR 6.2015 SHEET TITLE SECOND FLOOR MECHANICAL DEMOLITION PLAN SHEET NO. SEPARATE PERMIT AND , PROVAL MLj%j2- REQUiREE—D © 2015 Cole+Russell Architects, Inc. a mU !n Z Z - Q H ~U Z W O U= �= U Z Ir 0Q H� w � I O� Z + - W W 0 x0 F U fr LL 00 Z F �- Z Z w W Cl) Z 00 O F o� = aa.. �x Ww W F f= z -1 .0 Ux zi- y F O W =a Qw rr X Q a. to W mr m_ it = W= o� LL 0 OF �0 2 W W 00 a ma aV LL > W ma J CO �m H r- � ci U W W p= o N �O c a� w 0 �W } N is W� �0 0W o 00 Lu m0 O 2 W J A Al , , D , �q yy�� ,% ,. 7 { i '✓ 5f 2a+ � f ('A & First Floor HVAC Zoning Plan h1w, Scale: 1 /8"=1'-0" RECEIVED CITY OF TUKWILA MAR- 0 9 2015 PERMIT CENTER SEPARATE E PERMIT AND APPROVAL REQUIRED 3 /-i /15 a �Q oo9� Cqo�� 1� Ch N W C'i O CV fD O ti L0 C7 O O EL °- 0 N NCq Ln O l O = ao 0 a U y m ai c > Cu Ja m .v o 0 CD co m o0 N N N N m y y N %. cc Cn v EL c N O co C > m z fn O (~p � CD O ti LO ■cr) 2 creating extraordinary spaces www.cr-architects.com 800.469.4949 CONSULTANTS m Ix E N G I N E E R S 1131 SW 7TH ST, SUITE 110 RENTON, WA 98057 425-336-2822 www.metrixeng.com ISSUE/REVISION 03/06/2015 PERMIT ISSUE PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 215001 ISSUE DATE MAR 6.2015 SHEET TITLE FIRST FLOOR HVAC ZONING PLAN SHEET NO. P- Iml © 2015 Cole+Russell Architects, Inc. a m(j U) Z Z- QF- ~U Z W O U= ~U Z Q O HLu �N of fN Om Z + - W W J =O F- U of LL 00 Z F f- Z Z W W U Z UU 0 F �U = a. rx IxW W� Z� 0 z� IS Lu 8� �a =a vW �d(L a N JG W 5 (� �U W 2 o� O vo LL LL r U LuW W 0 a ma WLL >W 0 n. J V% U W 7G = IL r zd. w 0 _ w .-0 c • t T OLL s' m W20 0 o U W 0 00 a W �U p F m a t............................... ...... Al D 32 3 4 7S f E i I i � E i I ( ik Second Floor HVAC Zoning Plan Scale: 1 /8"=1'-0" RECEIVED CITY OF TUKWILA MAR. 0 9 2015 PERMIT CENTER SEPARATE �, PERMIT AND ,tipy APPROVAL �,_= -. '-REQUIRED 3M/6 CR o to K7 O] CD Q. CY�7 a N Na N G N N O : V cam N > C3 m U 0 U o 0 occ) a; o co N N N N N N �7 T � j Up -0d c o CO ,r° z v� o n o cD o co rn o �co L U Cu creating extraordinary spaces www.cr-architects.com 800.469.4949 CONSULTANTS ME-1-M-NX E N G I N E E R S 1131 SW 7TH ST, SUITE 110 RENTON, WA 98057 425-336-2822 www.metrixeng.com ISSUE/REVISION 03/06/2015 PERMIT ISSUE PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 215001 ISSUE DATE MAR 6, 2015 SHEET TITLE SECOND FLOOR HVAC ZONING PLAN SHEET NO. m 1 0 © 2015 Cole+Russell Architects, Inc. Al ;....- ... _.. r a � U to z z - a F Z U W O U= ~U Z Q O �W co 0D LL Z+ W W J x0 FU C U. Z� �z Z w W z Z UU 0 F- � U W J F X C w w i- zo zi- ;i§ ❑ F W = o. Uw �a aN J j W n w_ :_ � U W = J 3 U0 U. F U w aCL oa a� LL i W Na J w W r z0 Z o T. Q F=- N r m w O�2 N K 0 of t = OLL io 0 Z= W cc O M0 U W p 00 a w CnU 0 O �m IL-1 i S 4 i5 7', 8 First Floor Plumbing Plan Scale: 1 /80-10-00 GENERAL NOTES: 1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO THE START OF WORK AND COORDINATE ALL SHUTDOWNS WITH LANDLORD. FLAG NOTES: ROUTE 1/2" CW TO SINK CW SUPPLY AND INSTANTANEOUS WATER HEATER. TIE IN 2" WASTE TO (E) 4" SERVING DEMOLISHED TOILET ROOM FIXTURES. CONNECT 2" V AND 1/2" CW FROM DEMOLISHED LAVATORY AND ROUTE TO NEW SINK. ROUTE 1/2" CW TO SINK CW SUPPLY AND INSTANTANEOUS WATER HEATER. [4�> EXTEND 1/2" CW FROM SINK SUPPLY TO INSTANTANEOUS WATER HEATER FOR DISHWASHER. CONNECT DISHWASHER SUPPLY FROM WATER HEATER AND DRAIN WITH AIR GAP TO SINK TAILPIECE. ROUTE 1/2" CW DN TO OUTLET BOX [GUY GRAY AB9720 HA] TO SERVE TWO REFRIGERATORS AND ICE MACHINE. CONNECT 2" V AND 1/2" CW FROM DEMOLISHED LAVATORY AND ROUTE TO NEW SINK. r> ROUTE 2" WASTE BELOW FLOOR AND TIE INTO EXISTING WASTE RISER SERVING DEMOLISHED SINK. RECEIVED CITY OF TUKWILA MAR. 0 9 2015 PERMIT CENTER -Q.-EPARATE PERNOT AND m. A-PPROVAL REQUARED 3/mot /1 5 o O O CO CR cc) N o tf7 O N N C7 to CO O C7 CA O a a 0 LO NO tL O � O ~ iT O o ~ a a U ca m ai c � 0 U o 0 o a; o N r N N CV N Cq N N > cc O C f0 O C O` co Cl 7 m Z fn CO co ti LO F- Z v E— Z w w U 0 0 Cn r. 0) .co creating extraordinary spaces www.cr-architects.com 800.469.4949 CONSULTANTS 1131 SW 7TH ST, SUITE 110 RENTON, WA 98057 425-336-2822 www.metrixeng.com ISSUE/REVISION 03/06/2015 PERMIT ISSUE PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 215001 ISSUE DATE MAR 6.2015 SHEET TITLE FIRST FLOOR PLUMBING PLAN SHEET NO. © 2015 Cole+Russell Architects, Inc. ...................................... A B. `\1._._ C m U (n Z Z - rn j z ................................ ............................................. ....... OW U ~U Z Q O � J Lu y 0m O� LL � Z + - W "IJ x0 FU it LL 00 Z F- F- Z Z W W Z oU 0 H 0U is �x it W W W F F WF .0 0 �o W =a UW �IL IL r) J j W u)~ _ Q' = W o0 U0 LL o U a W Lu acc Oa it a.. v LL > U W a W H o r � It di U a' in � W C = N o O of a� o dL W F �w � Z� W 's 1� o � ow p 0 a W U � pl 2 W J I-- m a E E E I E i ( E Second Floor Plumbing Plan Scale: 1 /8'-l'-0" GENERAL NOTES: 1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO THE START OF WORK AND COORDINATE ALL SHUTDOWNS WITH LANDLORD. FLAG NOTES: ROUTE 1/2" CW TO SINK CW SUPPLY AND INSTANTANEOUS WATER HEATER. CONNECT 2" V AND 1/2" CW FROM EXISTING FIXTURES IN JANITOR'S CLOSET AND ROUTE TO NEW SINK. RECEIVED CITY OF TUKWILA MAR' 0.9 2015 PERMIT CENTER 3/q/(S 9- CR m N m lM O ,� �rj N � M Lo (� p a °- O N �{ Lo p N n Op CISO Ca N C > U C � N V 0 L Inr O O O p 0 N N N N N N � N � �+ C" > Cu Cu o vn m ;m vn CDti o cc o ca u� C)c0 �- ti LO creating extraordinary spaces www.cr-architects.com 800.469.4949 CONSULTANTS aW4 1131 SW 7TH ST, SUITE 110 RENTON, WA 98057 425-336-2822 www.metrixeng.com ISSUE/REVISION 03/06/2015 PERMIT ISSUE PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 215001 ISSUE DATE MAR 6.2015 SHEET TITLE SECOND FLOOR PLUMBING PLAN SHEET NO. M204 © 2015 Cole+Russell Architects, Inc. Al . a � U lA Z Z - Q � Z W O U= = U Zff Oa f„ J J W V) 0 :3 LL Z+ — W W J x0 F U K u. 00 ZI.- �_z ZW wm z 00 0 I- OU W J �X �W zs .o z� �o Ww F- =w UW 0. a m � Nw� r :_ � U WS J 3 UO o LL U Lu a[L it a0 LL >U y W a W W 2 r o zd. v = N U W p = O N 08 of a ce 6 L = O 2 coW z� wo UW p oa w yU 0 2 Lou J t r 2' t 4 } t t 1 7 .Y. First Floor HVAC Plan Scale: 1 /8'=1$—ON GENERAL NOTES: 1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. 2. COORDINATE ALL SHUTDOWNS WITH LANDLORD AND OTHER TENANTS. FLAG NOTES: PROVIDE YOUNGS REGULATORS ON DAMPERS CONCEALED BY GYP BOARD CEILING/HARD LID. RECEIVED CITY OF TUKWILA MAR. 0 9 2015 PERMIT CENTER SEPARATE D = 3/q/15 creating extraordinary spaces www.cr-architects.com 800.469.4949 CONSULTANTS 1131 SW 7TH ST, SUITE 110 RENTON, WA 98057 425-336-2822 www.metrixeng.com ISSUEIREVISION 03/06/2015 PERMIT ISSUE PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 215001 ISSUE DATE MAR 6.2015 SHEET TITLE FIRST FLOOR HVAC PLAN SHEET NO. m:3%j © 2015 Cole+Russell Architects, Inc. E✓ r a �(j (A Z Z - Q � ~U Z w O U= = U Z Oa J y ..J W K 0:3 U. Z + - W W 20 F- U a: lL 00 Z F H Z Z w w U) Z () U 0 F O U w J f X W w w �3: z s .o �o X LWQ HE u. U w �a w y W ?r + U w S UO 0 LL or �U �w W a Ma (L >W Na J V% W g =Q I r- N O O H'n OLL m a' Lu �0 G U W p o n. w mU m ap r=- { I E i i I i i Second Floor HVAC Plan Scale: 1 /8%= V-0" GENERAL NOTES: 1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. 2. COORDINATE ALL SHUTDOWNS WITH LANDLORD AND OTHER TENANTS. RECEIVED CITY OF TUKWILA MAR 0 9 2015 PERMIT CENTER 3!9t1(5 w r� 0 o co co coo�60 N M M O n to N -60 M C4 � fD C', CD o d P07 a N a NLO CD C N � N LL] O N OD O M 03 CC f0 d G > 0 "U O O CO g O N N N � � cC ca 0 o a o N $ '> m z o ti CD co o cc in o co r LID creating extraordinary spaces www.cr-architects.com 800.469.4949 CONSULTANTS ISSUE/REVISION 03/06/2015 PERMIT ISSUE PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 215001 ISSUE DATE MAR 6, 2015 SHEET TITLE SECOND FLOOR HVAC PLAN SHEET NO. M3uz- 0 2015 Cole+Russell Architects, Inc. �U to Z Z - QF Z0 W 0 U= F" U Z G O F J Q J ca 07 L Z + - W W J 20 F U 0: LL 00 Z F- F- Z Z W W y Z U C0J 0H �U W J F- X W W w wr zD z= SO a. W� ~ o. =w a U) -JA j w co co ~ + U J UOW 0 LL F- �U Luw w0 a. 0w cc o. a0 W LL > U N W a xUW g r f- di w"' 0 x w �O'aS aX o W U V = LL W F W � � �0 0 U W p o a: w ca U 0 �m a (jik Roof HVAC Plan 'hw! Scale: 1 /8'=1'-0" RECEIVED CITY OF TUKWILA MAR. 0.9 2015 PERMIT CENTER 3m/t5 o CR N O O fV ti Crj N m CiCq CD !l7 C" O O d C. a N a °- o c U'3 c o cr N 0 CD ~ O C6 cc N E > 0 N U O O Ocn .�.. p0 N N W N N m � N U) toy ca ca > cn v d c R iv a '> z � o ti CD to o co u2 o co r- un H Z w Cn J U W a `1- creating extraordinary spaces www.cr-architects.com 800.469.4949 CONSULTANTS 1131 SW 7TH ST, SUITE 110 RENTON, WA 98057 425-336-2822 www.metrixeng.com ISSUE/REVISION 03/06/2015 PERMIT ISSUE PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 215001 ISSUE DATE MAR 6.2015 SHEET TITLE ROOF HVAC PLAN SHEET NO. AF © 2015 Cole+Russell Architects, Inc. a � C) (0 z z - Q N Z W O U= i= U Z Oco F- J Q W co = OZ) LL w z .1.— W W _! =0 1— U K U. Z F- �-z zw w us z �0 00 0 F- 0 U W� X W W W Z 7 0 U= z� 0o W Lu =a U W �a rn w j W yr 0' U W UO LL a 0 F U a• W aWa � 0a av U. i W �a J Cn W Z❑ Z N Q= m I ~ U= o= w 0 of a� o wO r o Z= Cc w� �0 0 U W p 0O FLw _O U p = W J t- Cu a :S: D , CEILING FIRE SPRINKLER HEAD LOCATIONS: 1. WHERE SPRINKLER HEADS ARE LOCATED IN REMOVABLE GRID CEILING, THE HEADS SHALL BE LOCATED ON THE CENTERLINE AXIS OF EITHER THE LONG OR SHORT SIDE DIMENSION (SEE DIAGRAM ABOVE), WITH THE HEAD LOCATED AT QUARTER POINTS OR THE MIDPOINT. WHERE MULTIPLE HEADS ARE REQUIRED WITHIN A ROOM THEY SHALL BE LINED UP. IN ROOMS WITH HARD CEILINGS, THE HEADS SHALL ALSO BE LINED UP, NOT IN RANDOM PATTERN. DUCTWORK AIR TERMINALS AND LIGHTING LOCATIONS TAKE FIRST PRIORITY OVER FIRE SPRINKLER. 2. COORDINATION FOR FIRE SPRINKLER SYSTEM SHALL BE FIRE SPRINKLER CONTRACTOR'S RESPONSIBILITY. HEADS MUST BE LOCATED IN SUCH A MANNER THAT HEAT FROM A DIFFUSER WILL NOT SET OFF FIRE SYSTEM. GENERAL NOTES: 1. FIRE SPRINKLER SYSTEM IS BIDDER DESIGN. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF EXISTING CONDITIONS PRIOR TO BID. 2. PROJECT RECORD DRAWINGS AND HYDRAULIC CALCULATIONS MAY NOT BE AVAILABLE. CONTRACTOR SHALL COMPLETE SITE AS-BUILTS AND PROVIDE ENGINEERED SYSTEM DESIGN AS REQUIRED BY FIRE MARSHAL. 3. COORDINATE HEAD LOCATIONS AND PIPING WITH OTHER TRADES TO ENSURE HEAD DROP DOES NOT BLOCK ACCESSIBLE CEILING TILE ACCESS TO EQUIPMENT IN PLENUM. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM DESIGN AND INSTALLATION REQUIREMENTS WITH AHJ PRIOR TO BID. FOR MODIFIED AREAS OF BUILDING, CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF FULLY COMPLIANT SYSTEM MEETING THE REQUIREMENTS OF AHJ, NFPA 13, AND STATE AND LOCAL REGULATIONS. CONTRACTOR SHALL PROVIDE NEW MATERIALS, SHOP DRAWINGS, HYDRAULIC CALCULATIONS OR BRACING AS REQUIRED FOR FIRE MARSHAL APPROVAL. 5. MODIFY EXISTING SPRINKLER SYSTEM THROUGHOUT THE FLOOR, COMPLETE AND READY FOR OPERATION INCLUDING TEST AND DRAIN LINES, PRESSURE GAUGES, HANGERS AND SUPPORTS, SIGNS, AND OTHER STANDARD APPURTENANCES. WIRING SHALL BE PROVIDED UNDER THE ELECTRICAL DIVISION. 6. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF FIRE EXTINGUISHER CABINETS, FIRE HOSE CABINETS, AND SIAMESE CONNECTIONS. 7. SHUTOFF VALVES IN SPRINKLER, STANDPIPE, AND COMBINED SYSTEMS SHALL BE APPROVED INDICATING TYPE. 8. COORDINATE SPRINKLER HEAD LOCATIONS WITH THE ARCHITECTURAL REFLECTED CEILING PLANS, LIGHTING, AND OTHER CEILING SYSTEM COMPONENTS. REFER TO DETAIL FOR LOCATION IN CEILING TILE REQUIREMENTS AT QUARTER POINTS. 9. REFER TO DIVISION 21 SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 10. REFER TO ARCHITECTURAL DRAWINGS FOR EXISTING FLOOR PLANS. 11. COORDINATE ALL SHUTDOWNS WITH LANDLORD. FLAG NOTES: EXISTING CONDITIONS SHALL REMAIN. MODIFY EXISTING HEAD LOCATIONS AND BRANCH DISTRIBUTION FOR NEW PARTITION LAYOUTS. TYPICAL ALL AREAS OF NEW WORK. 1 FIRE SPRINKLER HEAD LOCATION DETAIL M7.1 SCALE: 1/8" = V-0" 2 S 4 i 6i 7 S i i i (J& First Floor Fire Sprinkler Plan 61w Scale: 1/8'=1'-0' RECEIVED CITY OF TUKWILA MAR. 0 9 2015 PERMIT CENTER P11 R AT IF— 3/k/15 9 ti , o p co OD N p U-3 p t� Ch N W M A = o CL m a N a °- o N N p V N r dp o F cc U Cu- — 3 > o m �T p O O a p 00 N N rn N 4' cc Cn v a a �2 S >m p ti p CO co ti creating extraordinary spaces www.cr-architects.com 800.469.4949 CONSULTANTS 1131 SW 7TH ST, SUITE 110 RENTON, WA 98057 425-336-2822 www.metrixeng.com ISSUE/REVISION 03/06/2015 PERMIT ISSUE PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 215001 ISSUE DATE MAR 6.2015 SHEET TITLE FIRST FLOOR FIRE SPRINKLER PLAN SHEET NO. D © 2015 Cole+Russell Architects, Inc. Al a 2(j co Z ZU) Z8ZU Ow U= � U Z Q O H J ui W 0:ca u Z + —W W =0 F- U 0: LL 00 Z F- F- Z Z w W N Z UU 0 F O 0 W J F=- X W wr . z0� c� 8 O W i= a =w a Wco ul u� D_ M U w O 6 a, U a U. �U aw W 0 a 0a av wLL >W ma _jN 0 w =a r o, az o 7d Fv - F- w vi U w �n 7 .-- 0 S w a O �o w u- rn W Z� W �O o U W p oa w co U 0 2 W J r- m a CEILING FIRE SPRINKLER HEAD LOCATIONS: 1. WHERE SPRINKLER HEADS ARE LOCATED IN REMOVABLE GRID CEILING, THE HEADS SHALL BE LOCATED ON THE CENTERLINE AXIS OF EITHER THE LONG OR SHORT SIDE DIMENSION (SEE DIAGRAM ABOVE), WITH THE HEAD LOCATED AT QUARTER POINTS OR THE MIDPOINT. WHERE MULTIPLE HEADS ARE REQUIRED WITHIN A ROOM THEY SHALL BE LINED UP. IN ROOMS WITH HARD CEILINGS, THE HEADS SHALL ALSO BE LINED UP, NOT IN RANDOM PATTERN. DUCTWORK AIR TERMINALS AND LIGHTING LOCATIONS TAKE FIRST PRIORITY OVER FIRE SPRINKLER. 2. COORDINATION FOR FIRE SPRINKLER SYSTEM SHALL BE FIRE SPRINKLER CONTRACTOR'S RESPONSIBILITY. HEADS MUST BE LOCATED IN SUCH A MANNER THAT HEAT FROM A DIFFUSER WILL NOT SET OFF FIRE SYSTEM. GENERAL NOTES: 1. FIRE SPRINKLER SYSTEM IS BIDDER DESIGN. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF EXISTING CONDITIONS PRIOR TO BID. 2. PROJECT RECORD DRAWINGS AND HYDRAULIC CALCULATIONS MAY NOT BE AVAILABLE. CONTRACTOR SHALL COMPLETE SITE AS-BUILTS AND PROVIDE ENGINEERED SYSTEM DESIGN AS REQUIRED BY FIRE MARSHAL. 3. COORDINATE HEAD LOCATIONS AND PIPING WITH OTHER TRADES TO ENSURE HEAD DROP DOES NOT BLOCK ACCESSIBLE CEILING TILE ACCESS TO EQUIPMENT IN PLENUM. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM DESIGN AND INSTALLATION REQUIREMENTS WITH AHJ PRIOR TO BID. FOR MODIFIED AREAS OF BUILDING, CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF FULLY COMPLIANT SYSTEM MEETING THE REQUIREMENTS OF AHJ, NFPA 13, AND STATE AND LOCAL REGULATIONS. CONTRACTOR SHALL PROVIDE NEW MATERIALS, SHOP DRAWINGS, HYDRAULIC CALCULATIONS OR BRACING AS REQUIRED FOR FIRE MARSHAL APPROVAL. 5. MODIFY EXISTING SPRINKLER SYSTEM THROUGHOUT THE FLOOR, COMPLETE AND READY FOR OPERATION INCLUDING TEST AND DRAIN LINES, PRESSURE GAUGES, HANGERS AND SUPPORTS, SIGNS, AND OTHER STANDARD APPURTENANCES. WIRING SHALL BE PROVIDED UNDER THE ELECTRICAL DIVISION. 6. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF FIRE EXTINGUISHER CABINETS, FIRE HOSE CABINETS, AND SIAMESE CONNECTIONS. 7. SHUTOFF VALVES IN SPRINKLER, STANDPIPE, AND COMBINED SYSTEMS SHALL BE APPROVED INDICATING TYPE. 8. COORDINATE SPRINKLER HEAD LOCATIONS WITH THE ARCHITECTURAL REFLECTED CEILING PLANS, LIGHTING, AND OTHER CEILING SYSTEM COMPONENTS. REFER TO DETAIL FOR LOCATION IN CEILING TILE REQUIREMENTS AT QUARTER POINTS. 9. REFER TO DIVISION 21 SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 10. REFER TO ARCHITECTURAL DRAWINGS FOR EXISTING FLOOR PLANS. 11. COORDINATE ALL SHUTDOWNS WITH LANDLORD. FLAG NOTES: E> EXISTING CONDITIONS SHALL REMAIN. MODIFY EXISTING HEAD LOCATIONS AND BRANCH DISTRIBUTION FOR NEW PARTITION LAYOUTS. TYPICAL ALL AREAS OF NEW WORK. 1 FIRE SPRINKLER HEAD LOCATION DETAIL M7.1 SCALE: 1/8" =1'-0" 2 E i { 4 ' i 14 A Second Floor Fire Sprinkler Plan Scale: 1 /8"=1'-0" RECEIVED CITY OF TUKWILA MAR. 0.9 2015 PERMIT CENTER We, /15 o v CD N CD �rj N W M W C o a o a N 0 0 o o d N ti X o 0 a :; U m o U 01 0 Lo Cn o 0 o a; o 0 CO N N N N N N a S _2Cn cc > U CD to Cr-LO creating extraordinary spaces www.cr-architects.com 800.469.4949 CONSULTANTS c 1131 SW 7TH ST, SUITE 110 RENTON, WA 98057 425-336-2822 www.metrixeng.com ISSUE/REVISION 03/06/2015 PERMIT ISSUE PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 215001 ISSUE DATE MAR 6.2015 SHEET TITLE SECOND FLOOR FIRE SPRINKLER PLAN SHEET NO. M704 © 2015 Cole+Russell Architects, Inc. a Zz a� F- V Z 0 W U_ Z O a �_J W o� ZW W J =O F- U - W LL 00 Z F W� �Z o U .0 O F- 0U- W J. _ H � _ __ F-F-. zo z� o W .. �a U W �a W?:: ca caI= D_ U W 2 J �o LLLL OF �W W� 0 o. 0° o. C.) W V- - >W m a a =in z F F- 0 o 0 iE N 0. 0 wLi lA W Z= 20 9 0W o _ 0a U- FW- - rn sW _j I.m a Interior Lighting 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Nov 2013 Project Info Project Address SECU Date 2/27/2015 Compliance 5200 SOUTHCENTER BLVD For Building Department Use _.. forms do not require a TUKWILA, WA 98188 password to use. Applicant Name: CASE ENGINEERING instructional and calculating cells Applicant Address: 19515 NORTH CREEK PKWAY SUITE 302 BOTHELL, WA Applicant Phone: 425402.9400 are write- Project Description Q New Building Q Addition 0 Alteration O Plans Inrllided Lighting Comp]Iiance Path * Lighting Power Density Calculations Q Total Building Performance (If Total Building Performance then only LGT-CHK is Lighting Power Allowance 0 Building Area Method r♦ Space -By -Space Method Method Selection required to enable LPA forms Interior Lighting System Description Briefly describe lighting system type and features. Additions and Change of Space Use (C101.4.3 & C101.4.4) Addition area or Change of Space Use area complies with all applicable provisions as stand alone project o Additionarea is combined with existing building lighting systems to demonstrate compliance with all applicable provisions per C101.4.3 Provide Building Area Method (LTG-INT--BLD) or Space -By -Space Method (LTG-INT-SPACE) Compliance Form. Document maximum allowed and proposed (including existing if applicable) lighting wattage ofAddition or Change of Use space. Provide applicable lighting controls per C405.2 and commissioning of lighting controls per C405.13. Alterations, Renovations and Repairs (C101.4.3.1) Q� 6o%or more of luminaires in space replaced Provide Building Area Method (LTG-iNT BLD) or Space -By -Space Method (LTG-iNT-SPACE) Compliance Form. Document maximum allowed wattage within the lighting retrofit space in Maximum Allowed Wattage table and proposed (including existing) lighting wattage in Proposed Wattage table. Retrofit and non -retrofit spaces shall be documented separately using multiple forms. 13Less than 60% of luminaires in space replaced Provide a separate Space -By -Space Method (LTG-iNT-SPACE) Compliance Form for this retrofit area. Document existing total wattage within the lighting retrofit space in cell provided in the Maximum Allowed Wattage fable. Document proposed (including existing) lighting wattage in the Proposed Wattage table. Lampand/or ballast replacement within existing luminaires only —existing total interior building wattage not increased ® New wiring installed to serve added fixtures and/or fixtures relocated to new circuit Provide applicable manual lighting controls (C405.2.1), occupancy sensors (C405.2.2.2), daylight zone controls (C405.223), specific application controls (C405.2.3), and commissioning of lighting controls per C405.13 0 New or moved lighting panel Provide all applicable lighting controls as noted for New Wiring automatic time switch controls (C405.2.21), and commissioning of lighting controls per C405.13. Space is reconfigured - luminaires unchanged or moved only Provide all applicable lighting controls as noted for New Wiring and commissioning of lighting controls per C405.13. Q No changes are being made to the interior lighting and space use riot changed. 7n19 W—hinntnn Clam Cncrnu rlwi. r:mmnlianra. Fnrmc includinn R2 & RR near 3 stndas and all R1 Project Address SECU Date 2/27/2015 Lighting Alterations, Renovations & Building Additions For Building Department Use 0 Less than 60% 60% or more 0 Stand alone 0 Addition fixtures replaced fixtures replaced bldg. addition combined w/exist Notes. a. Lighting fixtures in a building addition may comply as a stand alone project, or they may be combined with the overall existing bldg lighting to demonstrate compliance. Refer to C101.4.3. b. For retrofits and building additions, provide Space Types and gross interior areas in the Maximum Allowed. Lighting table. if a builidng addition will comply as combined with the overall existing builddng, include all applicable existing Space Types and gross interior areas. c. Document new fixtures and all existing to remain fixtures in the Proposed Lighting table. d. if less than 60% of existing fixtures will be replaced, provide total existing lighting wattage (prior to retrofit) in the space provided in the Maximum Allowed lighting table. Maximum Allowed Lighting Wattage Location (plan #, Allowec Gross Interior ( Watts Allowed room #, or ALL) Space Type* Watts per ff Area in ff (wattsif? x area) Office - Enclosed 1.11 879 976 Office - Open plan 0.98 9624 9432 Bankloffice - Banking activity area 1.38 2615 3609 Food preparation 0.99 1582 1566 Electricaftechanical 0.95 171 162 Storage 0.63 ill 70 Conference/meetingimultipurpose 1.23 998 1228 e * Select Table C40&a2(2) category from drop down menu. ** For atriums, indicate height Allowed wattage for first 40 feet is 0.03 W111. ht., above 40 feet is 0,02 Witt ht Proposed Lighting Wattage rvea »noweu vvacc5 Totall15980 17042 Location (plan #, room #, or ALL) Fixture Description— Number of Fixtures Watts/ Fixture Watts Proposed C1-RECESSED2x4TROFFER 124 64 7936 Fi-RECESSEDDNLT-1LAMP 87 36 3132 F2-DECORTIVE CFL-1 LAMP 6 36 216 Total Proposed Watts may not exceed Total Allowed Watts for interior Lighting Total Proposed Watt 11284 *—Include existing to remain lighting fixtures and exempt lighting equipment per notes below. Notes: 1. Include ALL proposed lighting fixtures. 2 For proposed Fixture Description, indicate fixture We, lamp type (e.g. T-8), number of lamps in the fixture, and ballast We (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 3. For proposed Watts/Fixture,. use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other crrfena 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 of the transfomier. For low voltage track lighting list the transformer rated wattage. 4. For lighting equipment eligible for exemption per C405.5.1, note exception number and leave WattslFixture blank. d existing in fixture description. 5: Document existing to remain fixtures In Proposed Lighting table In the same manner as new fixtures. Identify as ng p 6. If#NA appears in Retail Display cells, information on LTG-INT-DISPLAY is incomplete. Interior Lighting Power Allowance COMPLIES ELECTRICAL SYMBOLS & ABBREVIATIONS LEGEND NOTE: ALL FIXTURES AND EQUIPMENT SHOWN ON PLANS IN STANDARD NOTE: LIGHTING FIXTURE SYMBOLS SHOW LENGTH, ABBREVIATIONS (HEAVY) LINE WEIGHT ARE NEW OR RELOCATED WORK. FIXTURES AND MOUNTING & EMERGENCY EGRESS INFORMATION ONLY. EQUIPMENT SHOWN IN LIGHT LINE WEIGHT WITH (E) NEXT TO THEM REFER TO FIXTURE DESIGNATIONS & LIGHTING FIXTURE A (200A) (AFTER A NUMBER) = AMPS INDICATE EXISTING TO REMAIN. SYMBOLS SHOWN AS DASHED INDICATE SCHEDULE FOR LAMP TYPE & OTHER FIXTURE SPECIFICS. AF(200AF) (AFTER A NUMBER) = FUSE SIZE IN AMPS ITEMS TO BE REMOVED OR DEMOLISHED. THIS APPLIES UNLESS NOTED OTHERWISE ON PLANS. AFF ABOVE FINISHED FLOOR AL ALUMINUM POWER RECEPTACLES & OUTLETS LIGHT FIXTURES & CONTROLS ATS AUTOMATIC TRANSFER SWITCH k® DUPLEX RECEPTACLE 0 SURFACE CEILING MOUNTED DOWNLIGHT BKR BREAKER l� DOUBLE DUPLEX RECEPTACLE oO RECESSED DOWNLIGHT (ROUND) C CONDUIT b9 DUPLEX GFCI RECEPTACLE 99 RECESSED DOWNLIGHT (SQUARE) CKT CIRCUIT DOUBLE DUPLEX GFCI RECEPTACLE 00 PENDANT MOUNTED FIXTURE OR CHANDELIER CL CENTERLINE RECEPTACLE MOUNTED IN CEILING Q Q , SINGLE POINT SOURCE WALL MOUNTED FIXTURE CLG CEILING DOUBLE DUPLEX C.O. CONDUIT ONLY DUPLEX RECEPTACLE MOUNTED +4"O.C. ABOVE COUNTER_ SURFACE MOUNTED LINEAR FIXTURE CU COPPER OR BACKSPLASH, WHEN. PRESENT (U.O.N.) ® RECESSED LINEAR FIXTURE DIA DIAMETER DOUBLE DUPLEX RECEPTACLE MOUNTED +4"O.C. ABOVE © PENDANT MOUNTED LINEAR FIXTURE DISC DISCONNECT COUNTER OR BACKSPLASH, WHEN PRESENT (U.O.N.) PENDANT MOUNTED LINEAR WALLWASHER DISP- DISPENSER h® DUPLEX GFCI RECEPTACLE MOUNTED +4"O.C. ABOVE LINEAR UNDERCOUNTER FIXTURE DF DRINKING FOUNTAIN COUNTER OR BACKSPLASH, WHEN PRESENT (U.O.N.) LINEAR LED COVE, TRACK OR TAPE LIGHT (LENGTH_ AS DW DISHWASHER 0 DOUBLE DUPLEX GFCI RECEPTACLE MOUNTED +4"O.C. ABOVE � SHOWN ON PLAN, TRANSFORMER(S) SHOWN AS ECB ENCLOSED CIRCUIT BREAKER COUNTER OR BACKSPLASH, WHEN PRESENT (U.O.N.) REQUIRED) —7—Z0 TRACK LIGHT (LENGTH AS SHOWN ON PLAN) (E) EXISTING (USED AS SYMBOL DESIGNATION) aA SWITCHED (SPLIT) DUPLEX RECEPTACLE EMT ELECTRICAL METALLIC TUBING 0 DOUBLE DUPLEX RECEPTACLE WITH 1/2 SWITCHED RECESSED WALLWASHER EXTG EXISTING (USED AS ABBREVIATION IN TEXT) 19 GFCI RECEPTACLE WITH WEATHERPROOF WHILE -IN -USE COVER ® RECESSED EMERGENCY EGRESS 2'x4' FIXTURE FLR FLOOR WP FAAP FIRE ALARM ANNUNCIATOR PANEL ® SURFACE LINEAR EMERGENCY EGRESS FIXTURE SINGLE SPECIAL PURPOSE RECEPTACLE FACP FIRE ALARM CONTROL PANEL FIXTURE SPLIT BETWEEN NORMAL AND EMERGENCY EGRESS FSD FIRE SMOKE DAMPER Q JUNCTION BOX WITH BLANK COVER WITH UL924 RELAY. DUAL CIRCUITS SHOWN ON PLANS. H-3/X-23 FUT FUTURE TELE/COMMUNICATIONS SYSTEM DEVICES 0 Q RECESSED EMERGENCY EGRESS DOWNLIGHT GEN GENERATOR ■ • SURFACE EMERGENCY EGRESS DOWNLIGHT GFCI GROUND FAULT CIRCUIT INTERRUPTER TELEPHONE /W WALL MOUNTED TELEPHONE (VERIFY MOUNTING HEIGHT) ® UNIVERSAL/CEILING MOUNTED EXIT SIGN GND GROUND SINGLE GANG TELEPHONE/DATA OPENING WALL MOUNTED EXIT SIGN HTR HEATER ® MIDIRECTIONAL EXIT SIGN (ARROWS INDICATE ONE OR TWO SIDES HWT HOT WATER TANK TTB TELEPHONE TERMINAL BOARD - 3/4" FIRE RESISTANT AND DIRECTION INDICATED) HOA HAND -OFF -AUTO PLYWOOD, 8' HIGH x LENGTH SHOWN ON PLAN ANDS OF ULAR MILS AV AUDIO/VISUAL OUTLET LIGHTING CONTROLS �qIL OOOTHOUSVOLT AMPERES SERVICE GEAR - AS SHOWN ON PLANS S SINGLE POLE LIGHT SWITCH (LOWER CASE SUBSCRIPT DEFINES LIGHTS THAT ARE TO BE KW 1000 WATTS SWITCHED -MATCH WITH LETTERS AT FIXTURE) LCP LIGHTING CONTROL PANEL G CIRCUIT BREAKER PANELBOARD LT LIGHT S'THREE POLE LIGHT SWITCH Arm- LOAD CENTER LTS(LTG) LIGHTS (LIGHTING) G LIGHTING CONTROL PANEL S DIMMER SWITCH LV LOW VOLTAGE o TERMINAL CABINET S OCCUPANCY SENSOR LIGHT SWITCH (NUMBER DEFINES RELAY MCB MAIN CIRCUIT BREAKER NUMBER IN LIGHTING CONTROL PANEL -SEE SCHEDULE) SWITCHBOARD OR MOTOR CONTROL CENTER, SIZE MECH MECHANICAL AS SHOWN ON PLANS S VACANCY SENSOR LIGHT SWITCH MLO MAIN LUGS ONLY DRY TYPE TRANSFORMER (SEE NOTES & RISER Sp LIGHT SWITCH WITH PILOT LIGHT N3R NEMA 3R DIAGRAM FOR SIZE) SK KEYED SWITCH S LV = LOW VOLTAGE, b = AREA TO BE CONTROLLED, NIC NOT IN CONTRACT CONDUITS AND CIRCUITING bR1 R# = RELAY IN LIGHTING CONTROL PANEL OC ON CENTER S# = SENSOR ZONE OH OVERHEAD WIRING LOCATED IN CEILING OR WALL Q CEILING MOUNTED VACANCY SENSOR OS OCCUPANCY SENSOR - — — - WIRING CONCEALED UNDER FLOOR OR UNDERGROUND �- CONDUIT HOME -RUN 0 os CEILING MOUNTED OCCUPANCY SENSOR PC PHOTOCELL WALL MOUNTED OCCUPANCY SENSOR PNL PANELBOARD SLASHES ACROSS CONDUIT_ INDICATE NUMBER OF WIRES REC WITHIN - SHORT = HOT, LONG = NEUTRAL ®c PHOTOCELL LIGHT SENSOR RECEPTACLE(S) REF REFRIGERATOR ISOLATED GROUND WIRE (R) RELOCATED EXISTING H- GROUND WIRE NOTES AND MISCELLANEOUS SYMBOLS o CONDUIT TURNS AND CHANGES ELEVATION AT THIS POINT RQMTS REQUIREMENTS CONDUIT STUB -UP 3� FLAGNOTE - IDENTIFIES A SPECIFIC ITEM ON A DRAWING. SCL SEATTLE CITY LIGHT —� �-- CONDUIT BREAK COORESPONDS TO A SCHEDULE IN THE ELECTRICAL SET THAT SPD SURGE PROTECTIVE DEVICE —�i CONDUIT CONTINUES ELSEWHERE (NOTED ON PLAN) EXPLAINS DETAILS OR FEATURES OF THAT ITEM. SQ SQUARE FF-3 MECHANICAL FLAG - DEFINES MECHANICAL EQUIPMENT AND SW SWITCH EQUIPMENT CONNECTIONS & CONTROLS COORESPONDS TO DESIGNATIONS IN MECHANICAL PLANS AND TBD TO BE DETERMINED SCHEDULES. COORESPONDS MECHANICAL CONNECTION 5CHEDULE ® EQUIPMENT CONNECTION IN THE ELECTRICAL SET. TTB TELEPHONE TERMINAL BOARD i® WALL MOUNTED EQUIPMENT CONNECTION 200 EQUIPMENT FLAG -DEFINES SPECIAL (IE: COOKING) EQUIPMENT TYP TYPICAL MOTOR CONNECTION ON A PLAN AND COORESPONDS TO DESIGNATIONS IN AN UC UNDER COUNTER EQUIPMENT SCHEDULE IN THE ELECTRICAL SET. UG UNDERGROUND 4 FAN CONNECTION UL UNDERWRITER'S LABORATORY REVISION CLOUD AND FLAG -CLOUD SURROUNDS INFORMATION ❑� DISCONNECT SWITCH THAT HAS BEEN REVISED. FLAG IDENTIFIES THE REVISION IN U.O.N. UNLESS OTHERWISE NOTED FUSED DISCONNECT SWITCH 1 WHICH THE CHANGES WERE MADE. UTIL UTILITY ® MAGNETIC MOTOR STARTER O DETAIL NUMBER -APPEARS IN FRONT OF A TITLE ON DRAWINGS. VA VOLT AMPERES � COMBINATION STARTER AND DISCONNECT VS VACANCY SENSOR ENCLOSED CIRCUIT BREAKER 3 IDENTIFICATION SYMBOL - CROSS REFERENCES INFORMATION IN W WATTS El.l ONE AREA WITH A DETAIL (TOP #) AND SHEET (BOTTOM #) IN ••• HAND/OFF/AUTO SWITCH ANOTHER IN THE ELECTRICAL SET. WAP WIRELESS ACCESS POINT Eil START -STOP PUSHBUTTON SWITCH WC WATER COOLER IE PUSHBUTTON SWITCH W/O WITHOUT SM MOTOR RATED SWITCH WP WEATHERPROOF XFMR TRANSFORMER LIGHTING FIXTURE SCHEDULE WATTS1 TYPE DESCRIPTION LAMP FIXT »r'... INTERIOR. CI RECESSED 2x4 TROFFER _,..., 2 F28T5 64 CID RECESSED 2x4 TROFFER WITH 0-10V DIMMING BALLAST. 2-F28T5 64 CIX SIMILAR TO C1 EXCEPT WITH EMERGENCY BACK UP BALLAST. 2 F28T5 64 F1 RECESSED DOWNLIGHT COMPACT FLUORESCENT 1-CFTR32 36 " FI D SIMILAR TO F1 EXCEPT WITH 0-10V DIMMING .BALLAST 1-CFTR32 36 :FIX SIMIALRTO F1 EXCEPT WITH EMERGENCY BACK UP BALLAST, µ 1-CFTR32 36 f ry IF2 ;�ECORTNE: PENDANT MOUNTED COMPACT FLUORESCENT 1- F R32: 36 F21) SIMILAR TO F2 EXCEPT WITH 0-10V DIMMING BALLAST. I-CF R32: 36 X1 EMERGENCY EXIT SIGN WITH BATTERY BACK UP LED 20 3.1Stcr o r02 co '8co v N �; 0 N CJ N U C 'D d ��, n- N a a 0 o �.o X 0 0 F- a; �U o 0 0 Lo o C N N N .yID m N " =3 N H 2 y > _ _ Q 3 cc � a > ,°n° z W ti LO z ofU) w cZLIJ —> . z w ¢ Cl U � 0 � W U U L co creating extraordinary spaces www.cr-architects.com 800.469.4949 CONSULTANTS CASE PF ENGINEERING Consulting Electrical Engineers 19515 North Creek Parkway, Suite 302 Bothell, Washington 98011 Phone:425-402-9400 Fax:425-402-9402 ISSUE/REVISION PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 900515 RECEIVED ISSUE DATE MARCH 6,2015 CITY OF TUKWILA SHEET TITLE MAR 0 9 2015 PERMIT CENTER ELECTRICAL LEGEND, LIGHTING SCHEDULES SHEET NO. E ATE ANDE001 r '`'D © 2015 Cole+Russell Architects, Inc. mZ Z� FF ZW 0 U= -Z U Z Q O J F- J 0 LLI W y W Z W x0 F U Ix LL OO Z E.- I.- Z Z W W U) Z UU O F OU =n W W W F .0 H W� I- < 2 0. W ¢a w D_ + V J U 0. W OLL F W U 3 EL ma av IL > U v, W IL N zpz ¢Z¢ 61 Z) W W OO.8 No IL W 0 LL V co W t9 2 Z gp Ujo U W p O n. W 0 U O F m d .5 PROVIDE LIGHTING SYSTEM(S) COMMISIONING PER THE 2012 WASHINGTON STATE ENERGY CODE (WSEC) PROVIDE DIVISION 16 - ELECTRICAL WORK 16100.0 BASIC MATERIALS AND METHODS: INCLUDES GENERAL REQUIREMENTS FOR MATERIALS AND INSTALLATION LIGHTING CONTROL (TIMECLOCKS, OCCUPANCY SENSORS, PHOTOCELLS, ETC.) ADJUSTMENTS AND TRAINING TO THE OWNER METHODS, CUTTING BUILDING CONSTRUCTION, PAINTING, CLEAN-UP, AND WORKMANSHIP. PER WSEC AS REQUIRED, REFER TO WSEC 408.3 FOR REQUIREMENTS. 16000.0 GENERAL ELECTRICAL CONDITIONS .1 CONFORM TO THE GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND RELATED WORK IN OTHER DIVISIONS FOR .1 SUBSTITUTIONS: SHALL BE REVIEWED BY THE ENGINEER FOR APPROVAL/REJECTION PRIOR TO BID. 16721.0 FIRE ALARM SYSTEM: PROVIDE A ZONED, NON -CODED, ANNUNCIATED FIRE DETECTION AND ALARM SYSTEM ALL WORK IN DIVISION 16. SEE DIVISION 1 FOR SEQUENCE OF WORK. THAT FULLY COMPLIES WITH FEDERAL, STATE AND LOCAL FIRE CODES. THE SYSTEM SHALL BE AN EXTENSION OF THE WORK INCLUDED: IT IS THE INTENT OF THIS DIVISION OF THE SPECIFICATIONS AND ACCOMPANYING DRAWINGS TO WORKMANSHIP: SHALL BE OF THE BEST QUALITY AND PERFORMED BY EXPERIENCED ELECTRICIANS UNDER CORE AND SHELL BUILDING SYSTEM WHICH IS AN ADDRESSABLE SYSTEM. IF ANY _CONFLICT OCCURS BETWEEN .2 DESCRIBE AND PROVIDE FOR THE FURNISHINGS, INSTALLING, TESTING AND PLACING IN SATISFACTORY AND SUCCESSFUL .2 SUPERVISION OF AN EXPERIENCED FOREMAN. GOVERNMENT ADOPTED CODE RULES AND THESE CONTRACT DOCUMENTS, THE CODES ARE TO GOVERN. OPERATION ALL EQUIPMENT, MATERIALS, DEVICES AND NECESSARY APPURTENANCES TO PROVIDE A COMPLETE ELECTRICAL SYSTEM, TOGETHER WITH SUCH OTHER MISCELLANEOUS INSTALLATIONS AND EQUIPMENT HEREINAFTER SPECIFIED AND/OR ALS: AFTER AWARD CT IT THREE COMMON BOUND BROCHURES RETURNED TO 3 SUBMITTALS: ARD OF CONTRA SUBMIT B (ONE COPY ETU NED .1 OPERATION: ACTIVATION OF ANY INITIATION DEVICE SHALL IMMEDIATELY CAUSE ALL FIRE ALARM SPEAKERS TO SHOWN IN THE PLANS. THE WORK. SHALL INCLUDE ALL MATERIALS, APPLIANCES AND APPARATUS NOT SPECIFICALLY CONTRACTOR) CONTAINING CATALOG CUTS AND/OR SHOP DRAWINGS FOR THE FOLLOWING ITEMS: SOUND A CONTINUOUS .CHIME TONE SIGNAL, VISUAL. ALARM LIGHTS TO FLASH, RELEASE SMOKE BARRIER DOORS, MENTIONED HEREIN OR NOTED ON THE PLANS, BUT WHICH ARE NECESSARY TO MAKE A COMPLETE WORKING INSTALLATION ILLUMINATE THE ZONE ANNUNCIATOR LIGHT, TRANSMIT AN ALARM TO THE FIRE DEPARTMENT. AIR HANDLING EQUIPMENT OF ALL ELECTRICAL SYSTEMS SHOWN ON THE PLANS OR DESCRIBED HEREIN. EQUIPMENT AND DEVICES FURNISHED AND AFFECTING THE ZONE OF THE FIRE TO BE AUTOMATICALLY SHUTDOWN ONLY WHEN ACTIVATED BY THE SMOKE DETECTOR INSTALLED UNDER OTHER DIVISIONS OF THIS SPECIFICATION (OR BY THE OWNER) SHALL BE COLLECTED UNDER THIS WIRING DEVICES LOCATED IN THE SUPPLY AIR DUCT DOWNSTREAM OF THE FILTERS. DIVISION. THE DRAWINGS AND SPECIFICATIONS ARE COMPLIMENTARY AND WHAT IS CALLED FOR IN EITHER IS BINDING AS IF MOTOR STARTERS CALLED FOR IN BOTH. DISCONNECTS AND FUSED SWITCHES .2 SUPERVISION: THE SYSTEM SHALL BE SUPERVISED TO SOUND AN AUDIBLE AND VISUAL TROUBLE SIGNAL UPON THE BY SUBMITTING A BID THE CONTRACTOR IS ACKNOWLEDGING THAT HE/SHE HAS MADE A THOROUGH EXAMINATION OF LIGHTING FIXTURES AND BALLASTS OCCURRENCE OF ANY OPEN OR GROUNDED CIRCUITS. PROVIDE A SEPARATE INDICATOR LAMP FOR EACH ZONE. THE CONTRACT DOCUMENTS, EXISTING SITE AND BUILDING CONDITIONS, AND HAS DETERMINED THAT THESE DOCUMENTS DO SUFFICIENTLY DESCRIBE THE SCOPE OF CONSTRUCTION WORK REQUIRED UNDER THIS CONTRACT. CUTTING AND PATCHING:DO NOT CUT STRUCTURALMEMBERS. ALL CONSTRUCTION MATERIALS DAMAGED OR CUT .3 SPRINKLER SYSTEM MONITORING: COORDINATE WITH THE SPRINKLER- SYSTEM SUBCONTRACTOR AND PROVIDE CIRCUITS .3 SCOPE OF BASIC BID: INCLUDED IN DIVISION 16 IS ALL WORK AND RELATED ITEMS NECESSARY TO PROVIDE ALL .4 . .- INTO. DURING THE INSTALLATION OF THIS WORK MUST BE REPAIRED OR REPLACED WITH MATERIALS BY SKILLED LABOR AND ANNUNCIATION AS REQUIRED BY THE AHJ TO SUPERVISE PIV, OSY GATE VALVE POSITIONS AND WATER FLOW ELECTRICAL INSTALLATIONS EXCEPT AS SPECIFICALLY EXCLUDED. IN GENERAL, THIS INCLUDES ALL LABOR, EQUIPMENT, EXPERIENCED IN THAT PARTICULAR BUILDING TRADE. SWITCHES. - TOOLS, SUB -CONTRACTORS (SKILLED TRADES, LICENSES, PERMITS, PROGRAMMERS, ETC), REQUIRED TO COMPLETE THE ELECTRICAL WORK. PAINTING: ANY ELECTRICAL ITEMS SCRATCHED OR MARRED IN SHIPMENT OR INSTALLATION. .4 CONTRACTOR DESIGN: RACEWAYS, ROUTING AND SYSTEM WIRING IS NOT SHOWN ON THE PLANS AND IT SHALL BE .4 DEFINITIONS: .5 .REPAINT THE RESPONSIBILITY OF THE FIRE ALARM SYSTEM SUPPLIER TO DESIGN CONDUIT ROUTING AND WIRING AND TO SHOW THE A. PROVIDE SHALL BE INTERPRETED AS TO FURNISH AND INSTALL. SAME ON THE SHOP DRAWINGS. CIRCUITS SHALL BE CLASS B. B. FURNISH SHALL BE INTERPRETED AS TO PURCHASE AND DELIVER TO THE SITE READY FOR INSTALLATION, PROTECTED 6 CLEAN UP: CONTINUALLY REMOVE DEBRIS, CUTTINGS, CRATES, CARTONS, ETC. CAREFULLY CLEAN WIRING DEVICES, -COVER. PLATES, LIGHT FIXTURES, ETC., TO REMOVE PAINT AND PLASTER, FROM THE `ELEMENTS AND FROM VANDALISM AND THEFT. .ETC. .5 SHOP DRAWINGS: PREPARE FLOOR PLAN BACKGROUNDS AND SHOW CONDUIT ROUTING, DEVICE LOCATIONS, END OF C. INSTALL SHALL BE INTERPRETED AS TO MAKE READY FOR USE AND TO MAKE COMPLETE AND OPERATIONAL. LINE RESISTORS, AND WIRE COUNT BETWEEN DEVICES. SHOW FIRE ALARM ZONES. UPDATED DRAWINGS OF THE ORIGINAL 16110.0 RACEWAYS: PROVIDE RACEWAY SYSTEM COMPLETE AND IN CONFORMANCE WITH CODE. INSTALL RACEWAYS FIRE ALARM SHOP DRAWINGS ARE ACCEPTABLE. SUBMIT DRAWINGS AND OBTAIN APPROVAL OF THE "AUTHORITY HAVING CONCEALED IN CONSTRUCTION FOR ALL AREAS UNLESS EXPOSED RACEWAYS ARE SPECIFICALLY SHOWN. JURISDICTION" (AHJ). .5 PROTECTION THE CONTRACTOR SHALL STORE AND GUARD ALL EQUIPMENT BEFORE INSTALLATION AND SHALL PROTECT SAME AND SHALL REPLACE ANY EQUIPMENT THAT HAS BEEN DAMAGED PRIOR TO FINAL ACCEPTANCE. .1 INTERIOR RACEWAYS: ELECTRICAL METALLIC TUBING (EMT) .WITH STEEL COMPRESSION OR SET SCREW FITTINGS. .6 APPROVED MANUFACTURERS: MATCH EXISTING EQUIPMENT (PYROTONICS EQUIPMENT SHOWN FOR REFERENCE ONLY). INDENTOR, DRIVE -ON AND PRESSURE CAST ON DIE CAST TYPE SET SCREW FITTINGS ARE NOT ACCEPTABLE. UNLESS OTHERWISE NOTED 1/2„ MINIMUM. 16010.0 GENERAL PROVISIONS: PROVIDE COMPLETE AND FULLY OPERATIONAL ALL ELECTRICAL SYSTEMS SPECIFIED .7 COMPONENTS: SHALL ;BE MANUFACTURERS STANDARD. PLANS A WITH POWER CONNECTIONS TO EQUIPMENT FURNISHED UNDER OTHER DIVISIONS OF AND/OR SHOWN ON THE LONG WE Q FLEXIBLE RACEWAYS: GALVANIZED FLEXIBLE STEEL CONDUIT FOR DRY LOCATIONS. MAXIMUM LENGTH 6 FEET IN ANY THE SPECIFICATIONS. GROUND RETURN PATH. NOT PERMITTED FOR EMERGENCY SYSTEM WIRING. MANUAL STATIONS: BREAK GLASS, NON -CODED, SEMI -FLUSH MOUNTED WITH FIRE REDENAMEL FINISH. PYROTRONICS MSI-10B. .1 CODES: CONFORM AND COMPLY WITH THE FOLLOWING CODES AND STANDARDS AS PRESENTLY APPLICABLE: .2 SURFACE METAL RACEWAY:.. FORMED STEEL TYPE. STANDARD FACTORY PAINTED FINISH. PROVIDE FOR ALL D. 2014 NATIONAL ELECTRICAL CODE - EXPOSED RACEWAYS IN FINISHED AREAS, INSTALL PARALLEL TO A BUILDING SURFACE (LE. WALL, CEILING, FLOOR). SMOKE DETECTORS: PHOTOELECTRIC TYPELOW PROFILESEMI-FLUSH MOUNTED WITH VISUAL INDICATION OF , , - E. 2012 WASHINGTON STATE ENERGY CODE TROUBLE/ALARM CONDITION. PYROTRONICS FP-11 WITH DB-11 BASE. F. 2012 SEATTLE ENERGY CODE .3 RACEWAY PENETRATIONS: PENETRATIONS THROUGH FIRE RATED CONSTRUCTION SHALL BE SEALED USING 3M CP-2: G. NFPA 72 FIRE BARRIER CAULK UL LISTED SYSTEM NO. WL1001 HEAT DETECTORS: COMBINATION SPOT/RATE OF RISE TYPE, NON SELF RESTORING WITH INDICATION OF ACTUATED H. ANSI/BICSI/TIA/EIT CABLING & COMMUNICATIONS STANDARDS. CONDITION. CHEMTRONICS #6031356. I. ALL STATE AND LOCAL CODES, ORDINANCES AND REGULATIONS 16120.0 CONDUCTORS AND TERMINATIONS: PROVIDE ALL WIRE AND CABLE COMPLETE. DUCT SMOKE DETECTORS: PHOTOELECTRIC TYPE WITH REMOTE TEST STATION AND ALARM INDICATOR. .1 COPPER, INSULATED FOR 60OV. ALUMINUM OR COPPER CLAD ALUMINUM CONDUCTORS NOT PERMITTED. TYPE THW, .2 PERMITS AND FEES: OBTAIN AND PAY FOR ALL REQUIRED LICENSES, PERMITS AND INSPECTIONS. THE CONTRACTOR THHN/THWN OR XHHW. NUMBER 12 AWG MINIMUM FOR POWER AND LIGHTING CIRCUITS. IN DUCT TYPE: SUITABLE FOR 0-600 FT/ MIN AIR VELOCITY. PYROTRONICS AD-11XPR. SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS AND INSPECTIONS REQUIRED BY LAWS, ORDINANCES AND RULES GOVERNING WORK SPECIFIED HEREIN. THE CONTRACTOR SHALL ARRANGE FOR INSPECTION OF THE WORK BY THE SPLICES: SOLDERLESS TYPE ONLY. PREINSULATED "TWIST -ON" TYPE (LIMITED TO SIZE #10 AND SMALLER). BOLT SAMPLING TUBE TYPE: DESIGN AND DIMENSIONS AS RECOMMENDED BY THE MANUFACTURER FOR THE SPECIFIC DUCT INSPECTORS AND SHALL GIVE THE INSPECTORS ALL NECESSARY ASSISTANCE IN THEIR WORK OF INSPECTION. .2 OR COMPRESSION SET TYPE WITH APPLICATION OF PREFORMED INSULATED COVER, HEAT SHRINKABLE TUBING OR PLASTIC SIZE, AIR VELOCITY, AND INSTALLATION CONDITIONS WHERE APPLIED. THE CONTRACTOR SHALL CONSULT WITH AND FOLLOW THE REQUIREMENTS OF THE LOCAL FIRE, POWER, INSULATED TAPE ACCEPTABLE FOR ALL SIZES. PROVIDE AUXILIARY RELAY PROGRAMMED TO CLOSE THE ASSOCIATED SMOKE DAMPER UPON ACTIVATION OF DUCT TELEPHONE/DATA AND TELEVISION UTILITIES SERVING THE AREA AND SHALL COORDINATE HIS WORK WITH THEM. UTILITY SMOKE DETECTOR AND FUTURE INDEPENDENT CONTROL FROM THE BUILDING AUTOMATION SYSTEM. CONNECTION AND HOOK-UP CHARGES FOR POWER, TELEPHONE/DATA AND TELEVISION SHALL BE PAID BY THE OWNER .3 TERMINATIONS: COMPRESSION SET, BOLTED OR SCREW TERMINAL. CONDUCTORS #12 AND SMALLER SHALL UTILIZE PROVIDE A REMOTE INDICATOR LIGHT AND TEST STATION WHEN THE SMOKE DETECTOR IS NOT READILY VISIBLE WHEN DIRECTLY TO THE UTILITY. THE ELECTRICAL CONTRACTOR IS REQUIRED TO PROVIDE ANY AND ALL COORDINATION EYE OR FORKED TONGUE TYPE COMPRESSION SET TERMINATOR WHEN TERMINATION IS TO A BOLTED SCREW SET TYPE STANDING IN THE ROOM. SIMILAR TO SIMPLEX 2098-9648. NECESSARY TO SUPPORT THE UTILITY CONNECTION, FILE FOR APPLICATION OF SERVICE (OR ASSIST THE OWNER IN FILING TERMINAL BLOCK OR TERMINAL CABINET. FOR APPLICATION OF SERVICE) AND COORDINATE DATES FOR SERVICE WITH THE UTILITIES. VISUAL ALARM LIGHTS: VISUAL ALARM LIGHTS: LED STROBE LIGHTS, UL LISTED TO STANDARD 1971. WALL MOUNTED 16122.0 METAL CLAD CABLE: NOT PERMITTED UNLESS SPECIFICALLY AUTHORIZED IN WRITING BY PROJECT MANAGER. WHITE HOUSING WITH RED "FIRE' LETTERING. WHEELOCK EXCEDER SERIES (15/30/75/95 CD); STROBE ONLY #LSTWC. 3 MATERIALS: SHALL BE NEW AND EACH TYPE OF MATERIAL FURNISHED SHALL BE OF THE SAME MAKE AND SHALL BE THE STANDARD PRODUCTS OF MANUFACTURERS, REGULARLY ENGAGED IN THE PRODUCTION OF .SUCH MATERIALS AND 16130.0 OUTLET AND PULL BOXES: PROVIDE OUTLET BOXES FOR DEVICES SUCH AS RECEPTACLES, SWITCHES AND SPEAKER ONLY. MULTI -TAPPED SPEAKER WITH LINE MATCHING TRANSFORMER FOR 1 /4, 1 /2, 1 OR 2 WATT OUTPUT SHALL BE THE MANUFACTURER'S LATEST STANDARD DESIGN. LIGHT FIXTURES AND PULL BOXES AS REQUIRED IN THE CONDUIT SYSTEM PER THE NATIONAL ELECTRICAL CODE. ON A 25 VOLT LINE. FREQUENCY RANGE 400-4000 HZ PRODUCING 84DB AT 10 FEET AT 1 WATT INPUT. UL LISTED TO STANDARD 1480. WHITE HOUSING WITH RED `FIRE" LETTERING ALL MATERIALS AND EQUIPMENT INSTALLED, INCLUDING LIGHT FIXTURES SHALL HAVE BEEN TESTED AND LISTED BY INTERIOR WIRING: PRESSED STEEL, ZINC COATED WITH BRACKETS AND PLASTER RING WHERE APPLICABLE. OUTLET WHEELOCK EXCEDER SERIES ; #LSPKWC UNDERWRITERS LABORATORIES OR OTHER NATIONALLY RECOGNIZED TESTING LABORATORY AND SHALL BE SO LABELED IN .1 BOXES SHALL BE FIRMLY ANCHORED TO WALL STUDS, CUT IN BOXES ARE NOT PERMITTED. MOUNT OUTLET BOXES FOR ACCORDANCE WITH. OSHPD CODE APPLICATION NOTICE 3-110. 2. RECEPTACLES AND OTHER DEVICES AT 18", OR MATCH EXISTING OUTLET HEIGHTS. COMBINATION SPEAKER/ VISUAL ALARM LIGHT: MULTI -TAPPED SPEAKER WITH LINE MATCHING TRANSFORMER FOR WARRANTY: PROVIDE A WRITTEN WARRANTY THAT THE DIVISION 16 WORK IS FREE FROM MECHANICAL AND 1/4, 1/2, 1 OR 2 WATT OUTPUT ON A 25 VOLT LINE. FREQUENCY RANGE 400-4000 HZ PRODUCING 84DB AT 10 FEET .4 ELECTRICAL DEFECTS. CONTRACTOR SHALL REPLACE AND REPAIR, TO THE SATISFACTION OF THE ENGINEER, ANY PART OF 16140.0 SWITCHES AND RECEPTACLES: PROVIDE ALL WIRING DEVICES AND COVERPLATES. AT 1 WATT INPUT. UL LISTED TO STANDARD 1480. VISUAL ALARM LIGHT 110 CANDELA, U.L LISTED TO STANDARD 1971. "FIRE" THE INSTALLATION WHICH MAY FAIL WITHIN A PERIOD OF TWELVE MONTHS AFTER THE CERTIFICATE OF FINAL ACCEPTANCE. WHITE HOUSING WITH RED LETTERING. WHEELOCK EXCEDER SERIES ; SPEAKER/STROBE CEILING #LSPSTWC A COLOR: REFER TO GENERAL NOTES AND FLAG NOTES ON PLANS. COORDINATE WITH ARCHITECT PRIOR TO ORDERIN( CONTRACT DRAWINGS: THE ELECTRICAL DRAWINGS ARE INTENDED TO SERVE AS WORKING DRAWINGS FOR GENERAL THE STANDARD DEVICE & FACEPLATE COLOR FOR TISHMAN-SPEYER, 520 PIKE BUILDING IS IVORY, CONFIRM ALL .8 INSTALLATION: OBTAIN A PERMIT AND APPROVED SHOP DRAWINGS FROM THE AHJ PRIOR TO INSTALLING EQUIPMENT. .5 LAYOUT. THE EQUIPMENT LAYOUT IS DIAGRAMMATIC AND UNLESS SPECIFICALLY DIMENSIONED OR DETAILED, DOES NOT DEVICE/FACEPLATE COLORS WITH ARCHITECT/OWNER PRIOR TO ORDERING EQUIPMENT. ALL WIRING SHALL BE CONTAINED IN STEEL RACEWAYS. AFFIX PERMANENT WIRE MARKERS TO ALL CONDUCTORS AT INDICATE ALL FITTINGS, HARDWARE OR APPURTENANCES REQUIRED FOR A COMPLETE OPERATING INSTALLATION. ANYTHING TERMINATIONS. NUMBER 16 GAUGE WIRE SHALL HAVE A MAXIMUM OF 7 STRANDS. SHOWN ON THE DRAWINGS BUT NOT. COVERED IN THE SPECIFICATIONS, OR ANYTHING SHOW IN THE SPECIFICATIONS BUT NOT COVERED ON THE DRAWINGS SHALL BE AS IF COVERED AND SHOWN IN BOTH. IN CASE OF CONFLICT BETWEEN THE .9 TESTING: TESTING SHALL BE IN COMPLIANCE WITH NFPA 72, CHAPTER 7. IN ADDITION,. TEST EACH DEVICE, ALL DRAWINGS AND SPECIFICATIONS, THE ENGINEER SHALL SELECT THE METHOD/PRODUCT AND INSTALLATION THEREOF. THE .2 SWITCHES: SPECIFICATION GRADE, FEDERAL SPECIFICATION WS- 896, BACK AND SIDE WIRED, RATED 277 VOLT, 20 FEATURES OF THE SYSTEM ON NORMAL AND BATTERY POWER AND DEMONSTRATE SATISFACTORY OPERATION TO THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL MEASUREMENTS BEFORE PROCEEDING WITH THE WORK. WIRING AMP. PROVIDE SINGLE POLE, DOUBLE POLE, KEYED, 3-WAY, 4-WAY, PILOT LIGHT, LOCKING TYPE OR AS REQUIRED. ENGINEER AND THE AUTHORITY HAVING JURISDICTION. OBTAIN APPROVAL OF THE AHJ IN WRITING. DIAGRAMS ARE NOT INTENDED TO INDICATE THE EXACT COURSE OF RACEWAYS OR EXACT LOCATION OF EQUIPMENT. ARROW HART 1991-I, BRYANT 4901-I, EAGLE 2221V, GENERAL ELECTRIC GE 5951-2G, HUBBELL 1221-I, LEVITON 1221-I, RACEWAY AND OUTLET DEVICE LOCATIONS ARE APPROXIMATELY CORRECT AND ARE SUBJECT TO REVISION AS MAY BE / PASS & SEYMOUR 20AC1-I. .10 RECORD DOCUMENTS: PROVIDE OPERATION MAINTENANCE MANUALS AND RECORD DRAWINGS TO SHOW ACTUAL NECESSARY OR DESIRABLE AT THE TIME OF INSTALLATION. PRECISE LOCATION IN EVERY CASE SHALL BE SUBJECT TO THE .AND ROUTING OF RACEWAYS, CABLE TYPES AND NUMBERS AND WIRING DIAGRAMS. ENGINEER'S APPROVAL. .3 OCCUPANCY SENSOR SWITCHES: SPECIFICATION GRADE, INFRARED OCCUPANCY SENSOR RATED 1800 VA ® 120 VOLTS, 4000 VA @ 277 VOLTS WITH SELF ADAPTIVE TECHNOLOGY. 180 DEGREE FIELD OF VIEW, 2100 SF OF COVERAGE. LEVITON ODS15-ID-I. .11 INSTRUCTION: DESCRIBE AND DEMONSTRATE ALL MAINTENANCE AND OPERATIONAL ASPECTS OF THE SYSTEM TO .6 RECORD DRAWINGS: ONE (1) FULL PRINT SET AT THE JOB SITE, KEPT CONTINUALLY UPDATED. SUBMIT TO ARCHITECT PERSONNEL SELECTED BY THE OWNER. AT COMPLETION OF PROJECT. .4 RECEPTACLES OFFICE AREAS: SPECIFICATION GRADE, FEDERAL SPECIFICATION WC-596F, BACK AND SIDE WIRED, DUPLEX NEMA 5-15R CONFIGURATION (15 AMP, 120V), NYLON FACE, UNLESS SHOWN OTHERWISE. ARROW HART 5252-I, 7 MAINTENANCE MANUALS: COMPLETE FOR EVERY SYSTEM. HARDBOARD COVERS WITH 3 RING BINDERS. BRYANT 5252-I, EAGLE 5252V, GENERAL ELECTRIC GE 5252-2, HUBBELL 5252-I, LEVITON 5252-I, OR PASS & SEYMOUI 5252-I. 16740.0 TELEPHONE, COMPUTER SYSTEMS: PROVIDE RACEWAY AND OUTLET BOXES READY FOR THE INSTALLATION OF CABLES BY.OTHERS. 16050.0 EXISTING SYSTEMS .5 GROUND FAULT RECEPTACLES: SPECIFICATION GRADE DUPLEX RECEPTACLE WITH 4 - 6 MILLIAMPS LEAKAGE .1 EXISTING SYSTEMS MAINTAINED: MAINTAIN EXISTING SYSTEMS IN OPERATION DURING CONSTRUCTION. VISIT THE SITE CURRENT TRIP LEVEL. IVORY COLOR. HUBBELL GF-5262, PASS & SEYMOUR 1591-SI. .1 WALL OUTLETS: PROVIDE A 4" SQUARE, 2-1/8" DEEP OUTLET BOX AND SINGLE GANG PLASTER RING. PRIOR TO BID TO VERIFY EXISTING CONDITIONS, DEMOLITION WORK AND NEW WORK REQUIRED. ANY EXISTING WIRING SERVING DEVICES TO REMAIN IN SERVICE AND WHICH IS INTERRUPTED BY WORK PERFORMED UNDER THIS CONTRACT SHALL .6 INTERIOR DEVICE PLATES: REFER TO SECTION 16140.1 .2 RACEWAYS: PROVIDE A 3/4" RACEWAY FROM EACH TELEPHONE/ COMPUTER OUTLET TO THE CEILING SPACE. BE REROUTED TO MAINTAIN CIRCUIT CONTINUITY. INCLUDE ALL COSTS IN BID. MULTIPLE OUTLET BOXES SHALL NOT BE CONNECTED TOGETHER BY A COMMON RACEWAY HOWEVER, THE VERTICAL MULTIOUTLET ASSEMBLY: OUTLET SPACING SHALL BE 12" ON CENTER EXCEPT SHALL BE LOCATED WITHIN 0'-8" OF RACEWAYS MAY BE ROUTED TO AN ACCESSIBLE J-BOX ABOVE THE CEILING AND THEN HOME RUN TO THE CORRIDOR 2 EXISTING SYSTEMS CONCEALED: THE ELECTRICAL DRAWINGS SHOW PORTIONS OF THE EXISTING ELECTRICAL SYSTEMS .7 EACH END AND NO RECEPTACLES SHALL BE INSTALLED OVER SINKS. ALL ASSEMBLIES SHALL CONTAIN GREEN GROUND CEILING WITH A SINGLE RACEWAY. PROVIDE PLASTIC BUSHING ON ALL RACEWAY ENDS. WHICH ARE TO REMAIN, BE REMOVED OR BE MODIFIED AS A PART OF THE CONTRACTOR'S WORK. CONCEALED FEATURES WIRE. PROVIDE THICK STEEL ASSEMBLY WITH STANDARD FACTORY BUFF PAINTED FINISH. WIREMOLD 20GBA_12 OF THE EXISTING SYSTEMS ARE DERIVED FROM RECORD DRAWINGS AND THE ENGINEER'S BEST JUDGMENT OF THE .040" SERIES OR EQUIVALENT BY WALKER. .3 CONDUCTORS, OUTLETS, AND COVERPLATES: BY LOW -VOLTAGE CONTRACTOR. CONFIGURATION, BUT NO GUARANTEE IS MADE AS TO THEIR CORRECTNESS. THE CONTRACTOR SHALL INSPECT THE EXISTING INSTALLATION PRIOR TO BIDDING AND SHALL MAKE HIS OWN JUDGMENT AS TO THE WORK REQUIRED TO PROVIDE A COMPLETE INSTALLATION AND DEMOLITION WITHIN THE INTENT OF THE CONTRACT DOCUMENTS. 16500.0 LIGHTING: PROVIDE A LIGHTING SYSTEM AS SHOWN ON THE CONTRACT DRAWINGS COMPLETE AND FULLY .4 PULL CORDS: PROVIDE A NYLON TYPE PULL CORD IN EACH RACEWAY AND SECTION OF CABLE TRAY BACK TO THE OPERATIONAL AND IN CONFORMANCE WITH CODE AND U.L. LISTING REQUIREMENTS. TELEPHONE TERMINAL BOARD. .3 EXISTING CIRCUITS: THE DRAWINGS SHOW PORTIONS OF THE EXISTING ELECTRICAL SYSTEM DERIVED FROM THE EXISTING RECORD DRAWINGS WHICH ARE INCOMPLETE AND NO GUARANTEE IS MADE TO THEIR CORRECTNESS. PRIOR TO .1 CATALOG NUMBERS: ARE A DESIGN SERIES REFERENCE ONLY AND THE SIZE OF THE FIXTURE PROVIDED SHALL . THE START OF CONSTRUCTION THE CONTRACTOR SHALL PERFORM A CIRCUIT VERIFICATION TEST OF THE EXISTING CORRESPOND WITH THE NUMBER OF LAMPS, WATTAGE CEILING TYPE AND/OR SIZE SHOWN. VERIFY ACTUAL REQUIREMEN- RECEPTACLES SHOWN ON THE ELECTRICAL DRAWINGS UTILIZING A CIRCUIT TRACER. THIS INFORMATION SHALL BE MARKED PRIOR TO ORDERING FIXTURES. UP ON A COPY OF THE CONTRACT DRAWINGS AND FORWARDED TO THE ENGINEER SO THAT THE CONTRACT DRAWINGS CAN BE CORRECTED TO SHOW THE ACTUAL CIRCUIT NUMBERS TO BE UTILIZED. AT THE SAME TIME THE CIRCUITS LISTED AS 2 LAMPS: FLUORESCENT TYPE: BI-PIN, T-8 RAPID START, 32 WATT, 3500 K COLOR TEMPERATURE UNLESS "EXISTING CIRCUIT" ON THE PANEL SCHEDULES SHALL BE TRACED OUT AND THE ACTUAL ROOM NUMBER AND LOAD NAME OTHERWISE NOTED. COMPACT TRT(TRIPLE-TUBE) AND DTT(DOUBLE-TUBE), 3500 K COLOR TEMPERATURE UNLESS AND WATTAGE IDENTIFIED ON A MARKED UP COPY OF THE PANEL SCHEDULE AND FORWARDED TO THE ENGINEER. OTHERWISE NOTED. FOR FLUORESCENT LAMPS OPERATED ON DIMMING BALLASTS, OPERATE LAMPS AT FULL OUTPUT FOR .4 MATERIALS: EXISTING MATERIALS AND EQUIPMENT REMOVED AS PART OF THIS WORK MAY NOT BE REINSTALLED 100 HOURS (CONTINUOUS BURN) BEFORE DIMMING. UNLESS SPECIFICALLY NOTED ON THE DRAWINGS. EXISTING MATERIALS NOT TO BE REINSTALLED UNLESS SELECTED FOR RETENTION BY THE OWNER, WHICH THEN SHALL BE DELIVERED TO A LOCATION ON THE PREMISES SELECTED BY. THE .3 ELECTRONIC BALLASTS: SHALL BE U.L AND CMB (WHERE APPLICABLE) LISTED, NON -PCB, HIGH POWER FACTOR TYF OWNER. MEETING THE REQUIREMENTS OF IEEE PUBLICATION 587, CATEGORY A (TRANSIENTS) AND FCC PART 18. TOTAL HARMONI DISTORTION SHALL BE LESS THAN 20% OF THE INPUT CURRENT. CURRENT CREST FACTOR SHALL NOT BE GREATER THAI .5 DEMOLITION: ELECTRICAL DEVICES, LIGHTING FIXTURES, AND RACEWAY SYSTEMS WITHIN THE PROJECT AREA THAT 1.6. OPERATION FREQUENCY SHALL BE BETWEEN 20 AND 60 KHZ. BALLASTS SHALL BE WARRANTED BY THE ARE NO LONGER IN USE AS A RESULT OF THIS CONTRACT SHALL BE REMOVED UNLESS OTHERWISE NOTED TO REMAIN OR MANUFACTURER FOR A PERIOD OF NOT LESS THAN THREE YEARS. EBT SSB1/LH SERIES, MOTOROLA MRN SERIES, BE REINSTALLED. VALMONT SR/GO1 SERIES OR AS SPECIFICALLY NOTED IN THE LIGHT FIXTURE SCHEDULE. .6 POWER OUTAGES: SCHEDULE ELECTRICAL SYSTEM(S) OUTAGES WITH THE OWNER AT LEAST 48 HOURS PRIOR TO .4 FIXTURE SUPPORT: PROVIDE TWO #14 EARTHQUAKE CHAINS OR #9 WIRE SECURED (AT DIAGONALLY OPPOSITE PROPOSED OUTAGE.. ELECTRICAL SYSTEM(S) OUTAGE TO OWNER OCCUPIED AREAS SHALL NOT BE PERMITTED FROM FIXTURE CORNERS) TO STRUCTURAL MEMBERS ABOVE SUSPENDED CEILING FOR EACH RECESSED FLUORESCENT FIXTURE. 7:OOA.M. TO 6:OOP.M. ON ANY DAY OF THE WEEK. 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CD C� CD LLI :z LU :> M Lu psi(D a + 4-0 0 (D CU creating extraordinary spaces www.cr-architects.com 800.469.4949 CONSULTANTS En M CASE VEIMM 'MPF ENGINEERING Consulting Electrical Engineers 19515 North Creek Parkway, Suite 302 Bothell, Washington 98011 Phone: 425-402-9400 Fax: 425-402-9402 ISSUE/REVISION PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 900515 ISSUE DATE MARCH 6,2015 SHEET TITLE RECEIVED CITY OF TUKWILA 2ND FLOOR LIGHTING MAR. 0 9 2015 PLAN PERMIT CENTER SEPAL V: SHEET NO. ID EL402 @ 2015 Cole+Russell Architects, Inc. L BASEMENT ELECTRICAL PLAN SCALE: 1 /8" = 1'-0- U WZ aN FU Z W 0, FU Oa j gF W 2 �D. ZW =o FU OU. O Z F Z Z W. W W UU OF O U =a WW z .O z� y F W W �0. xW as Lu � ~ W= J 3 UD O}LL FU a W Wo aI sa aU LLI L >U CO XUCO X W w f CV. c Q2 F F c WW Q F N a� o 2 OLL v 1--a CoW R F1 � 20 oa U w 0 y mm a "" SOLID SHADING IN HEAVY LINES INDICATES fj NEW WORK IN THIS CONTRACT. 32,500 AVAILABLE FAULT CURRENT (IN AMPS) EXISTING RISER DIAGRAM NOT TO SCALE SHORT CIRCUIT CALCULATIONS CIRCUIT DEFINITION CONDUCTOR CIRCUIT IMPEDANCE AVAILABLE MINIMUM DESCRIPTION CONDUIT # IN OHMS/MFT OHMS. FAULT PANEL LENGTH MATL SIZE PARALLEL R X R X Z CURRENT RATING AVAILABLE FAULT CURRENT SCL 300 kVA 7CFMR 0.00000 0.00216 0.00216 55:,560 FEEDER TO 1200A BUSSED GUTTE 145 N 500 kCMIL CU 3 O':027' 0.039 0.00131 0.00189 0;00229 (AIC SHOWN AT END OF FEEDER) 0.00131 0>.00404 0,00425 28,234 FEEDER TO PANEL P D 1>5 M 250 kCMIL AL 2 0.086 0.052: 0.00065 0.00080 0.00,075 (AIC SHOWN AT END OF FEEDER) 0.00195 0.00443 0.00484 24,770 FEEDER TO PANEL PA1 DISC 5 M 250 kCMIL AL 1 0.086 0:052 0.00043 0.00026 0.00050' (AC SHOWN AT END OF FEEDER) 0.00238 0.00469 0.00526 22,798 FEEDER TO PANEL PA1 80 M NO CU 1 am Q.052 0'.00632 0.00416 0.00757 (AIC SHOWN AT END OF FEEDER) 0.00870 0.00885 0.01241 91667 FEEDER TO PANEL PA4 95 M 6 CU 1 0 490 0;064 0.04655 0.00608 0.04695 (AIC SHOWN AT END OF FEEDER) 0.05525 0.01403 0: 05723 21097 FEEDER TO PANEL PA5 5.0 M 250 kCMIL AL 1 0.086 0.052 0.00430 0.00260: 0100502 (AIC SHOWN AT END OF FEEDER) 0.00625 0.00703 0:00941 12,752 FEEDER TO PANEL.PA6 115 M 1 AL 1 0250 0.05:7 0.02875 0.00656 0.02949 (AIC SHOWN AT END OF FEEDER) 0.03500 0.01359' 0-03755 3,196 FEEDER TO PANEL B DISC 5 M 3/0 CU 1. 0.079 0.052 0.00040 0.00026 0.00047 (AIC SHOWN AT END OF FEEDER) 0.00170 0.00430 0.00463 25,927 FEEDER TO PANEL B 90 M TO CU 1 0.079 0.052 0.00711 0.00468 0.00851 (AIC SHOWN ATTEND OF FEEDER) 0.00881 0.00898 0.01258 9,536 FEEDER TO PANEL'F 95 M 3 CU 1 0 25.0 0.059 0.02375 0:00561 Q.02440 (AIC SHOWN AT END OF FEEDER) 0.03256 0.014519 0.03568' 3,363 NOTES TO CALCULATIONS:. 1,. CALCULATIONS ARE BASED ON OHMIC METHOD, 120 VOLTS LINE TO GROUND FAULT. 2.. CONDUCTOR IMPEDANCE fS BASED ON NATIONAL.ELECTRICAL CODE TABLE 9. 3. CONDUIT MATERIAL: M=MAG, N=NON-.NON LOAD SUMMARY 1200 AMP BUSSED GUTTER. 48OY1277V, 3-PHASE; 4-WIRE CONNECTED DEMAND DEMAND LOAD DESCRIPTION LOAD-kVA FACTOR kVA AMPS EXISTING LOAD MAX.DEMAND PER SCL METER 100.6 1.25 125.8 349 (95.6 kW @ 0.95 PF) ADDITIONAL LOAD (PANEL PA4)_ :RECEPTACLES - GENERAL USE** 1-8 * 1.8 5 HEATING 0.0 1.00 0.0 0 MOTORS 0.0 1.00 0.0 0 LIGHTING 1.8 1.25 2.3- & KITCHEN 0.0 0.65 0.0 0 OTHER 3.9 1.00 3.9 11: ADDITIONAL LOAD (PANEL PA5)`, RECEPTACLES - GENERAL USE` 6.4 "` 6.:4 18 HEATING 31.4 1.00 31..4 87 MOTORS 0.0 1.00 0.0 0 .LIGHTING 6-0 1.25 0.0 0 KITCHEN 0.0 0.65 0.0. 0. OTHER 22.3 1.06 22.3' 62 ADDITIONAL LOAD (PANE:L F) RECEPTACLES - GENERAL USE** 63 6.3 18 :HEATING 0.0 1.00 0.0 0 MOTORS 0.1 1.00 0.1 0 LIGHTING 5.5 1.25 6.9 19' KITCHEN '0-0 065 0.0 0 OTHER 198 1;00 19.8 55 TOTAL - 1200A BUSSED GUTTER 1999 226.9 630 @ 208Y/120V 3PH, 4W *50% DEMAND ON GENERAL USE RECEPTACLES OVER 10 kVA **DOES NOT INCLUDE RECEPTACLES: :FOR SPECIFIC EQUIPMENT o LO 0 0 0 coo co o_ m N CO c�iO cp 1� . N C0 CM c ti CO Cn C, Cn co a M 0 CV a a N O '-T N ti co p co - 0 N o U U Cn v o N CO N } in > U) O- c _ C 8 m N O 1� O CO COO.. Cr ti CD W > g G z W U 0_0 to ^V'/ W 70 ILD U L2 c creating extraordinary spaces www.cr-architects.com 800.469.4949 CONSULTANTS EL CASE PF ENGINEERING Consulting Electrical Engineers 19515 North Creek Parkway, Suite 302 Bothell, Washington 98011 Phone:425-402-9400 Fax:425-402-9402 ISSUEIREVISION PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 900515 IssuE DATE MARCH 6,2015 SHEET TITLE RECEIVED CITY OF TUKWILA MAR ..0 9 2015 RISER DIAGRAM PERMIT CENTER SEPARATE SHEET NO. ERMIT AND PPROVAL ED " E801 © 2015 Cole+Russell Architects, Inc. NEW PANEL: PA6 PROJECT NAME SECU PROJECT # 15055 LOCATION! IT ROOM 130 FED FROM: PANEL PA5 NOTE CKT NO CIRCUIT NAME CB SIZE LOAD (KVA) PANEL DESCRIPTION 8 AMP P R H M L K O TOTAL 1 REC- BREAK ROOM 125 A 20 1 0.2 f 0.5 0.7 PANELAMPS : 100 3 REC- BREAK ROOM 125 B 20 1 0.4 ? 0.4 FEEDER AMPS : 100 L - L VOLTS : 208 5 1 REC - BREAK ROOM 125 ISLAND C 20 1 I 1.0 1:0 7 DISHWASHER A 20 1 I 1.2 1:2 L- N VOLTS 120 9 COFFEE B 20 1 t l [ 1.5 1.5 PHASE:: 3 11 DISPOSAL C 20 1 02 0.8 1.0 WIRE : 4 13 ICEMAKER A 20 1 _ , i l 1.1 1.1 A IC . 10kA 15 REFRIGERTOR B 20 1 17 REFRIGERTOR C 20 1 M.LO: X 19 REC- SERVER 130 A 20 1 1.5 1.5 21 REC -SERVER 130 B 20 1 1.5 1'.5 MA IN CB 23 REC - SERVER 130 C 20 1 1.5 1.5 FLUSH SURFACE X. 25 1 SPARE A 20 1 27 SPARE B 20 1 ISO GND 29 SPARE C 20 1 FEED-TH LI 31 SPACE A 33 SPACE B 35 SPACE C I I 37 SPACE A LOAD SUMMARY 39 SPACE'.. B - IT(] : TAL._ALL S.ECTIONS:I 41 SPACE C REC KVA : 2-2 2 REC- BREAK ROOM 125 A 20 1 0.6 _ 06 4 REC- LOUNGE 126 B 1 2011 0.8 0.5 1.3 HEAT KVA . 14,6 MOTOR KVA LIGHTING KVA 6 EWH-2 C 50 12 4.2 4.2 8 - A - - 4.2 42 10 EWH-3 B 40 2 3.1 3.1 KITCHEN KVA OTHER KVA : 13.3 12 - C - - 3.1 3:1 14 SPARE A 20 1: 16 SPARE B 20 1 . . PHASEA KVA 18 SPARE C 20 1 AMPS : 77.5> 20 SPARE A 20 '1 PHASE B KVA : 8.9 22 SPARE B 20 1 AMPS : 74.2 PHASE O KVA.. 11.9 AMPS .: 99.2 24 SPARE C 20 1' 26 SPARE A 20 1 28 SPARE B 20 1 30 SPACE G 32 SPACE A CONVECTED LOAD 34 SPACE B KVA : 301 36 SPACE G AMPS : 83.5' 38 SPACE A DEW ND LOAD 40 SPACE B KVA ; 30.1 42 SPACE 1CI AMPS : 83.5 NQTfS1REMARKS : 1_ 2- 3. DEMAND/ DIVERSITY FACTORS LOAD DESCRIPTION DEMAND R RECEPTACLES- TO 1 OKVA 100% = 2.2 REMAINING OVER 10KVA 50% _ H HEATING 100% _ 14.6 M MOTORS 100% = LM LARGESTMOTOR 125% _ L LIGHTING 125% = K KITCHEN' 65% - O OTHER 100% = 13:3: NEWPANEL F' PROJECT:NAME SECU PROJECT # 15055 LOCATION: rr ROOM 290 FED FROP :PANEL B NOTE CKT NO. CIRCUIT NAME CB SIZE LQAD(KVAj PANEL DESCRIPTION 01AMI PI R H I M L K 1 O TOTAL 1. REC - CONFERENCE 200: Al20: 111 1.0 1 1.0 PANEL AMPS : 100 .3 REC - CONFERENCE 241: B 20 1 O.6 O.6 FEEDER AMPS 100 5 REC: OFFICE240 C 20 1 0.2 0.3 0.5 L - L VOLTS 208 7 REC - OFFICE240 A 20 1 0.9 0.9 L - N VOLTS -: 120 PHASE? 3 9 REC- OFFICE 240 . B 20: 1: 0:9 0.9 11. REC-OFFICE 245 G 20 1:' 0.9 0.9 WIRE ;: 4 1:3 REC - CONFERENCE 242 Al20 1 0.9 0.9 A IC 10kA. 15 REC - OFFICE 245 I3 2011: O>8 0.8: 17 REC - OFFICE 246. G 20:11 0.6 0.6 19 REC - OFFICE 246 Al20 1 _. 0.9 0.9 21 REC - OFFICE 246 B 20 1 0.9 wa ` MAIN CB 23 REC - OFFICE 246 C 20 1 0Z 0.6 PLUSH SURFACE X. 25 REC- OFFICE246 A 20 1. 0.9 0.9 27 REC - OFFICE 246 B 20 1. 0.9 0.9 ISO GND 29 REC - OFFICE 246 C 20 1 1.2 12 FEED-THRU 31 REC:- OFFICE 246 A 1 20 11 1 1 0.6 0.6' 33 REC - OFFICE 246 B 20 1 0.9 0.9 35 LTS - CONFERENCE ROOM C 20 1: 1.2' 1.2 37 SPACE' A LOADSUMMARY 39 SPACE B (TOTAL.ALLSECTIONS] 41 SPACE _ . C _ 1 REC KVA 6.3 2 1 LTS - SECU 2ND FLOOR A 1 2011 13 1 1.3 4 ILTS - SECU2ND FLOOR B 20,11 1.3 1.3: HEAT KVA MOTOR KVA, : O.1 LIGHTING KVA ; 5.6 KITCHEN KVA OTHER KVA : 19.8 6 LTS - SECU 2ND FLOOR C 2011 1.0 1.0 8 LTS -SECU 2ND FLOOR A 2-0-110.7 0.7 10 REC- OFFICE240 B. 20 11 1 1 1 0.9 1 0.9 12 REC - OFFICE240 C 20 11 0.9: 0.9 14 REC -WORKROOM 243 A 20 1 0.8 0.8 16 REC-OFFICE240 B 20- 1 0.6 0.6 PHASEA KVA 11.3 AMPS : 94.2 PHASEBKVA ml 18 REC _ MAIL ROOM 244 C 20 11 0:6 0.6 20 REC-SERVER290 A 20 1 1 1 1 1.5 1 1.5 22 REC- SERVER.290 B 20 1 1.5 1.5 AMPS ; 84.2 PHASE C KVA : 10.3 24 REC - SERVER 290 C 20 1 1.5 1.5 26 REC- OFFICE240 A 20 1 0.9 0.9 AMPS : 8668 28 REC - OFFICE 245 B-I 20 11 0.6, 0.6 3d REC - OFFICE247 C 201 11. 1.2 1.2 32 REC- OFFICE 246 A 20 1 0.9 : 0.9 CONNECTED LOAD 34 REC- CONFERENCE ROOM: B 20 1: 0.2 0.2 KVA : 3t7 AMPS :: 88.0 36 Ef~1 C 20 1 01 0:1 38 SPACE A DEMAND LOAD 40 SPACE B' KVA 33.1 :42 SPACE. C AMPS': 91.9 NOTESIREMARKS:. 1. 2. 3. DEMAND 'I DIVERSITY FACTORS LOAD DESCRIPTION DEMAND R RECEPTACLES:-TO10KVA 100% _ 63 REMAINING>OVBP.IOKVA 500/0: _ H HEATING 100°!0 = M MOTORS- 100% LM LARGEST MOTOR: 1256/6 _ 0.1 L LIGHTING 125% = 6.9 K KITCHEN 65% = O OTHER. 100% _ 19.8. tj co Z Z- QF z U O Z Q O F- J ca K N O� z+ -w =0 +- U of a OO ZH IkZ W co �Z 00 - O 11- � U 3:p 1- W �w - W w FFZ - z .O z� �o .WtY I ­a 2 - W irit ¢a w.31: mi= �_ W2 0� � oa U_ ouj U �a a0 LL 7 - W Fna fn o Z o W 0Q H N IL G w0 t rnN Z� 20 a - .. U W_ p - o FL U y O F m a. - NEW PANEL: PA5 PROJECT NAME: SECU PROJECT#_ 15055 LOCATION: SUPPLIES 105 FED FROM: PANEL PD NOTE CKT NO. CIRCUTNAME CBSI El LOAD(KVA) PANEL DESCRIPTION 01AMPI PI R H M L K O TOTAL 1 REC - OFFICE 103 A 20 11 0.9 0.9 PANEL A MPS : 200 3 REC - OFFICE 103 B 20 11 0.9 0.9 FEEDER A MIS :: 200 L - L VOLTS : 208 L-N'VOLTS : 120 5 REC - OFFICE 103 C 20: 1 0.9 0.9 . 7 REC - OFFICE 103 A 20 "1 0.6 0.6 9 REC- OFFICE 103 B 20 1 12 1.2 PHASE: 3 11 :REC- OFFICE 101, 102, Cl20 1 12 1.2 WIRE : 4 13 :REC- CONFERENCE ROOM FLOORBOX A 20.11 0.2 02 1 AIC: 22kA 15 JSPAFE B 20 1 17 'SPARE. C 20 1 19 :SPARE A 20 11 1 MLO. MAIN CB X 21. SPARE B 20 11 23 SPARE C 20 1 I FLUSH 25 SPARE A 20 1 , SURFACE X27 SPARE B 20 1 I ISO GND 29 SPARE C 20 1 ; FEED-THRU 31. SPACE A 20 '1 i 33 SPACE B 35 SPACE; 37 SPACE A ' LOADSUMMARY 39 SPACE B' tTO TAL. ALL SECTIONS I 41 SPACE C REC KVA : 6.4 2 REC- CONFERENCE 1.04 Al20,1 0-8 : 0.8 4 REC - WORKROOM 105 B 20 11 1:0 1-0 HEATI<VA . 31.4 MOTOR KVA 6 REC- KITCHEN 106 C 20 11 1-.5 1.5 8 REC - KITCHEN'106 A 20 1 j 1:5 1.5 LIGHTING KVA 10 REC- BANKING 100 B 20 1 0.4 , I 0.4 KITCHEN KVA ; 12 REC - BANKING 100 RECEPTION DESK. C 20 1 0 .2 0.2 OTHER KVA : 22.3 14 :REC- BANKING 100 FLOOR BOXES A 20 1 OA ° 0A 16 REC- BA WING 100 ATM . B 20 1 'I 0;5 0.5 PHASEA KVA ,: 22.1 AN/PS,: 184_ 2 1:81 REG- BANKING 100 ATM C 20 1 1.0 1.0: 20 EWHA A :50 2 4.2 4.2 PHASE B KVA `: 17.1 22 :- B - -4.2' 4.2 AMPS.: 142.5 24 EWH-4 Cl50 :21 4.2: 4.2 PHASE C KVA : 20.9 26 - A _, ; _ 4.2 4.2 ,ATvPS.. 174.2 28 SPAN B 20 1 T 30. SPARE C 20 .1 32 SPACE A CONNECTED LOAD 34 SPACE B I KVA : 60;1 36 SPACE. C AMPS: 166.8 38 SUBFEED - PANEL PA6 A 100 3 0.8 42 4.3 9.3 DEMAND LOAD 40 1- B - _ 1.2 3.1 4-6 8:9 KVA :: 60.1 42 :- C - - 0.2 7.3 i 4.4 11.9 AMPS : 166.8 NOTES/REMARKS: 1. 2. 3. DEMAND/ DIVERSITY FACTORS LOAD DESCRIPTION DEMAND R RECEPTACLES -TO 10KVA 100% = 6.4 REMAINING OVER 1OKVA 50% _ H' HEATING. 100% = 31:4 M MOTORS . 100% = LM LARGESTMOTOR 125% L LIGHTING 125% = K KITCHEN 65%: _. C OTHER 100% 223 EXISTING PANEL.- D LOCATION.-2ND ii- ELECTRICAL ROOM FED FROM6 � e•r PANELAMPS:: 100 nos.- • - ®®- LVOLTS 208 PHASE: 3 FLUSH ®�001 ®ISOGNDN - FECKVA 1.0 WA MORTGAGE OOMPLrTER WATKVA MOTORKVA -� =QWA MORTGAGEOOMPUTER LIGHTING KVA 3.6 W0I__M-_M� PHASEAXVA:33 -� R-ASERKVA. 13 AMPS 2T5 ®® mm KVA KVA 1. NO NEW WORK• •- REFERENCE ONLY 2. i• ■ ■ r ■n ee' :r r ., ee•, a sell NEW PANEL: PA4 PROJECT NAME SECU PROJECT # 15055 LOCATION: IT ROOM 130 FED FROM: PANEL PA1 NOTE CKr NO, CIRCUIT NAME CB SIZE LOAD(KVA) PANEL DESCRIPTION 0AMFP R H M L K O TOTAL 1 REC- OFFICE 110 A 20 1 0.8 0.8 PANEL AMPS : 60 3 REC - OFFICE 110 B 20 1 0.6 0.6 FEEDER AMPS : 60 5 REC - OFFICE 110 C 20 1 12 1.2 L - L VOLTS : 208 7 REC - OFFICE 110' A 20 1' 09 0.9 L - N VOLTS : 120 9 REG - OFFICE 110 B 20 1 0.9. 0.9 PHASE ; 3 11 REC- OFFICE 110 C. 20 1 0.2 0.2 WIRE: 4 13 REC- OFFICE 110 A 20 1 0.6 0.6 AIC : 10kA 15 REC - OFFICE 110 B 20 1 0.3 0.3 17 SPARE C 20 1 MLO: X MAIN CB FLUSH 19 .SPARE A 20 1 21 SPARE B 20 1 23 SPARE C 20 1 25 SPACE AA SURFACE X 27 SPACE: B ISO GND 29 SPACE C FEED-THRU LOADSUMMARY - ITO-. TA L, A L SEC TIO N S REC KVA:' 1.8 HEAT KVA : MOTOR KVA 2 LTS - SECU 1ST FLOOR A 20 1 1.0 1.0> 4 1 LTS - SECU '1'ST FLOOR. B 20 1 0.6 0.6 6 LTS - SECU 1'ST FLOOR C 20 1 0.2 0.2. 8 SPARE A 20 1 LIGHTING KVA : 1.8 10 REC - OFFICE 110 FLOORBOX B 20 1 0.2 0:2 KITCHEN KVA : 12 SPARE C 20 1 OTHER KVA : 3:9 14 SPARE A 20' 9 16 SPAS B 20. 1 PHASEA KVA ; 3.3 AMPS : 27.5 18 SPARE' C 20 1' 20 SPARE A 20 1 PHASE B KVA.: Z6 22 SPARE B 20 1 AMPS ; 2:1:.7 24 SPARE: _ _ C 20 1 .. _: _ PHASECKVA : 1.6 26 SPARE A AMPS : 13:3 28 SPACE 8 30 SPACE; C CONNECTED LOAD KVA :' 7.5 AMPS.:, 20.8 _ DBAAND LOAD _ KVA : &0 AMPS: 22.1 NOTES/REMARKS: 1. 2. 3, DEMAND] DIVERSITY FACTORS LOAD DESCRFT10N DEMAND R RECEPTA CLES - TO 10KVA 100% _ 1.8 REMAINING OVER 10KVA 50% _ H HEATING 100% _ M MOTORS 1.00% = LM LARGEST MOTOR 125% = L LIGHTING 125% = 2.3 K KITCHEN 66% = O OTHER 100% = 39 EXISTING PANEL: B PROJECT NAME SECU PROJECT# 15055 LOCATION: 2ND FLOOR ELECTRICAL ROOM FED FROM; 1200A BUSSED GUTTER NOTE CKT NO CIRCUT NAME CBSIZE L0AD (KVA) PANEL DESCRIPTION :Q A P R H M L K 1 O 1 TO717A LI 1 REC-OFFICE A 20 1 1.0 1.0 PANEL AMPS ': 200: FEEDER AMPS 200 3 REC-OFFICE B 20 1 12 12 5 REC-OFFICE C 20 1 0.8 0.8 L- L VOLTS :: 208 L - N VOLTS : 120 7 LTS - WA MORTGAGE A 20 1 1. 1.1 9 LTS - WA MORTGAGE B 20 1 1 1 0::6 10.6 PHASE: 3 11 LTS - WA MORTGAGE C 20 1 OY 0.7 WIRE: 4 13 LTS - WIN MORTGAGE A 20 1 0.9 0.9 15 LTS - WA. MORTGAGE B 20 1 0.4 0.4 17 REC -WA MORTGAGE C 20 1 0.8 Q_8- 19 REC- WA MORTGAGEA 20 1 r 0.6 0 6' M LO. CB FLUSH SURFACE ]( X 21 REG WA MORTGAGE B 20 1 0.6 0-61.MAIN 23 REC- W.A. MORTGAGE C 20 1 1.0 1.0 25 iLTS - 230> A 20 1 0.8 0.8 27 LTS - 230 B 20 1 0.7 01 ISO GND FEED-THRU 29 REC- HALL C 20 1 0:4 0.4 31 REG - WA MORTGAGE A 2011 1:0 1.0 33 REG- WA MORTGAGE B 20 1 O.8 0.8 35 REC- SUPPLY ROOM C 20 1 0..4 0.4 37 REC-SUPPLY ROOM A 20 1 0.4 0.4 LOADSUMMARY 39 REC - TENANT OFFICES B 20 1 1.0 1.0 / TOTAL. ALL SECTIONS I 41 REE - TBVANT OFFICES C 20 11 1.2 1.2 REC KVA 21.3 2 REG- OFFICES A 20 1 0.4 0.4 4 OF REC- OFFICES B 20 1 0.6 0,6 HEAT KVA MOTOR KVA : 38 6 REC- INTERNATIONAL SHIP C 20 1 08 0.8 6 LTS - RESTROOM A 20 1 0.5 0:5 LIGHTING KVA : 16.0 10 .LTS - OUTDOOR SOFFIT B 20 1 0=9 0.9 KITCHEN KVA 12 LTS - LOBBY C 20 1 0A a4 OTHER KVA:: 25.5 14 WATER COOLER A 20 1 06 0.6 16 REC-PHIONES B 20 1 0.2 0.27 PHASEA KVA.: 23.7 AMPS : 1975 18 R;ESTROOM EXHAUST FANS C 15 1 0.7 10.7 1 20 SUBFEED- PANEL F A 100 3 2.7 2.0 6.6 11.3 PHASE B KVA : 2u A MPS . 177.5 22 - B - - 1.6 1:3 7.2 10.1 24 -: C - - 2.0 0.1 22 1 6.0 1 10.3 PHASE C KVA : 21.6 26 SPRINKLER COMPRESSOR A 15 3 0.8 :08 AMPS : 180.0 28 - $ - - 0.8 0.8: 30 - C - - D'8 0.8 32 REC - OFFICES A 20 1 4.0 1.0 CONNECTED LOAD 34 LTG CONTROL B 20 1 10.1. 0.1 KVA : 666 36 REG - OPEN OFFICE C 20 1 0.6 0.6 A MPS : 184.9 38 SUBFEED - PANEL D A 70 3 1.1 22 3.3 DBVIAND LOAD 40 - 1131 - - 0.6 0.9 1.8 3.3 KVA _ 65.2 42 1- C - _ 0:4 1.5 0.8 2:7 AMPS : 180.8 NDTESIREMARKS :. 1:. PROVIDE NEWBREAKERASSHOWR REPLACEEXTG SPARE RELOCATE CIRCUTS'1FREQUIRED. 2. 3. DEMAND DIVERSITY FACTORS LOAD DESCRIPTION DEMAND R RECEPTACLES-TOIOKVA 100%. = 100 REMAINING OVERIOKVA. 50% = 5,7 H HEATING 100°ta M: MOTORS 100% = 3.0 LM LARGEST MOTOR 125% = 10. L LIGHTING 125% 20.0 K KITCHEN 85% = 0 OTHER. 1000/0 251.5 EXISTING PANEL: PA1 PROJECT NAME SECU PROJECT #: 15055 LOCATION: 1ST FLOOR ELECTRICAL ROOM FEDFROM: PANEL PID NOTE CKT NO CIRCUIT NAME CBSIZE LOAD(KVA) PANEL DESCRIPmm 8 A P R H M L K O TOTAL 1 REC - TTB A 20 1 0.2 0.2 PANEL AMPS : 200 3 COPY MACHINE B 20 1 12 1.2 FEEDERAMPS : 200 5 COFFEE C 20 1 1.0 1:0 L - L V OLTS : 208 L - N V OLTS : 120 7 REC - OFFICE A 20 11 0:6 0.6 9 LTS -CLASSROOM B 20 1 d:5 05 PHASE : 3 11 REC - OFFICE C 20 1 0.8 0.8 WIRE: 4 13 REC - DOW' A 20 1 1.0 1.0' 15 REC - DOW B 20 1 0.6 0.6 17 REC - DOW C 20 1 0.6 0.6 19 REC - TA 18 A 20 1 0.8 0.8 M LO. MkINCB X 21 REC -TA18 B 20 1 1.2 1.2 23 REC-TA 18 C 2011 0.6 0.6 FLUSH 25 REC =PRIVATE OFFICES A 20 1 0.8. 0:8 SURFACE ISO GND X 27 REC - PRIVATE OFFICES B 20 1 0.6 0.6 29 REC-PRIVATE OFFICES C 20 1 0.6 0.6 FEED-THRU 31 REC-PRIVATE OFFICES A 20 1 0.4 0.4 33 REC- PRIVATE OFFICES B 20 1 0.8 0.8 35 REC - PRIVATE OFFICES C 20 1 0.6 0:6 37 FLOAT SWITCH A 20 1 0A 0.1 LOADSUMMARY 39 _:. HEAT SPRINKLER ROOM B 20 2 4.0 1:0 (TO TAL, ALL SECTIONS ] 41 - C - - 1.0 1.0 " REC KVA : 18.4 2 REC - OFFICES A 20 1 0.6 0.6 4 REC - OFFICES B 20 1 0.8 0.8 1-EAT KVA : 26.0 MOTOR KVA : 6 REC - OFFICES C 20 1 0.8 0:.8 8 WATERHEATER A 100 .,3 8.01 8.0: LIGHTING KVA : 2.3 10 - B - - 8.0 8.0 KITCHEN KVA : 12 _ C - 8.0 8.0 OTHER KVA - 8.8 14 REC'- PRIVATE OFFICES A 2011 1>.2 l 1.2 16 REC- PRIVATE OFFICES B 20 1 1:0 ' 1.0 PHASEA KVA : 18.0. AMPS : 150.0 1'8' REC - PRIVATE OFFICES C 20 1 0.6 0.6 20 'REC- PRIVATE OFFICES A 20 1 0.6 0.6 PHASE KVA ': 20.0 AMPS : 166.7 22 RED - DEDICATED B 20 1 0.8. :0.8 24 REC - FLOOR' PLUGS C 20 1 0.4 0.4 PHASE C KVA : 17.5 26 REC - FLOOR PLUGS A 20 11 0.4 0.4 AMPS ' 145.8. 28 REC - OPEN' OFFICE B 20 1 0.9 0.9 30 REC- OPEN OFFICE C 20 1 0.9 0.9 1 32 SUBFEED- PANEL PA4 A 60 3 1.4 1.0 0:9 3:3 CONNECTED LOAD 34 - 8 - - 0.2 0.6 1.8 2.6 KVA : 55.5 36 - C - - 0.2 0.2 12 1.6 AMPS 154:1 38 SPARE A 20. 11 DEMAND LOAD 40 ISPARE B 20 1 KVA:: 51.9 42 ISPARE C 20 11 AMPS : 144.0 NOTES/REMARKS : 1. PROVIDE NBN BREAKERAS SHOWN: REPLACEEXTG SPARE. RELOCATEGIRCUITS IF REQUIRED 2. 3. DEMAND I DIVERSITY FACTORS LOAD DESCRIPTION DB+AANO R RECEPTACLES -'TO 10KVA 100% = 10.0 REMAINING OVER 10KVA 50% = 4.2 H HEATING' 100% = 26.0 M MOTORS 100% LM LARGESTMOTOR 125% _ L LIGHTING 125% _ 2.9 K KITCHEN 659!0 = 0 OTHER 1000/0 = 8.8 NEWPANEL-D -r -r r r a ROOM FEDFRORee• ■ GUTTER ®YViI � r.3. - • ®®®®®�� 'SUBFEED - PANEL PA 1 - ee VOLTSe: L- UVOLTS 120 PHASE:: S WIRE: 4 SEEM 00111111 NMI NMI III mmm FLUSH SURFACE X ®® i ■ ■ ■ ®�® E �� :�■ Ll �� ■®I�II�����III�� LOAD SUMMARY t TOTAL. ALL SECTIONS I HEkT MOTOR L1GFMNG KVA 2.3 T S® ®=�® OTHER e Aws 309. WA 108.81 AMPS DEMAND f DIVERSITY FACTORS LOAD DESCRIPTION DEMAND RECEPTACLES TO IQKVA 1:00% 10.0 E OVIER l0KVAe, 1.4 HEATING 100% 574 MOTORS ee', LM LARGESTMOTOR r OTHER.ee', 31-1 ib c v m N c C M N co ri m ti � �n ci rn o N o_ a o c' o � �o _ W x o aS ID o c o co v 0 0 _aj o N N H y d N m Cn a ;v o cocR > 0° z co CD C3 to Z -W � J :> U 2 � U Q 0 to psi + cc CU creating extraordinary spaces www.cr-architects.com 800.469.4949 CONSULTANTS CASE PF ENGINEERING Consulting Electrical Engineers 19515 North Creek Parkway, Suite 302 Bothell, Washington 98011 Phone:425-402-9400 Fax:425-402-9402 ISSUEIREVISION PROJECT TITLE SECU TENANT IMPROVEMENT 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 COMMISSION NO. 900515 ISSUE DATE MARCH 6,2015 SHEET TITLE RECEIVED CITY OF TUKWILA MAR- 0 9 2015 PANEL SCHEDULES PERMIT CENTER SEPARATE SHEET NO. PERMIT AND APPROVAL E901 REQUIRED © 2015 Cole+Russell Architects, Inc.