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Home My WebLink AboutPermit D17-0256 - AAA WASHINGTON - TENANT IMPROVEMENTAAA WASHINGTON 17250 SOUTHCENTER PKWY SUITE 112 D17-0256 Parcel No: Address: C City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.eov DEVELOPMENT PERMIT 7888920020 Permit Number: D17-0256 17250 SOUTHCENTER PKWY 112 Issue Date: 10/23/2017 Permit Expires On: 4/21/2018 Project Name: AAA WASHINGTON Owner: Name: Address: WIG PROPERTIES LLC -SS 4811 134TH PL SE , BELLEVUE, WA, 98006 Contact Person: Name: JOHN M CURTIS Address: 7309 34TH AVE NW , SEATTLE, WA, 98117 Phone: (206) 618-7250 Contractor: _ Name: t POWELL CONSTRUCTION CO. Phone: (425) 828-4444 Address: '- PO BOX 97070 , KIRKLAND, WA, 98083 -4444 License No: POWELCCO27L3 Expiration Date: 10/22/2019 Lender: Name: DAVE ARMSTRONG Address: 3605 132ND AVE SE , BELLEVUE, WA, 98006 DESCRIPTION OF WORK: THE PROJECT IS WITHIN AN EXISTING SHOPPING COMPLEX AND WILL COMBINE TWO TYPE M SPACES INTO ONE TYPME M SPACE. THERE IS NO CHANGE TO OCCUPANCY, CHANGE TO BUILDINGS ENVELOPE, OR INCREASE IN PARKING. ONE ADDITIONAL PUBLIC TOILET ROOM WILL BE ADDED. Project Valuation: $650,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $10,332.73 Occupancy per IBC: M Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: '\-2/ Date: j V "-;' 3-17 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 presumeto give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this • development perand agree to the nditions attached to this permit. Signatu !V �, Date: Print Name: �..Ja►ct.G. pm' �%ae1��-cs This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 4: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 1: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 2: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 0 0 3: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 5: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1010.1.9) 6: 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) 7: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 8: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1010.1.9.1) 9: 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 1013.1) 10: 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 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 1013.6.1) 11: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1018.1) 12: 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 1013.6.3) 13: 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 1008.3.5) 17: 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) 15: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 14: 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). 18: 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. 20: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 0 0 19: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 21: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 22: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 23: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.11 of the International Building Code. 24: 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. 16: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 25: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 26: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 27: ***BUILDING PERMIT CONDITIONS*** 28: 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. 29: 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. 30: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 31: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterally braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 32: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 33: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 34: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 35: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 36: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 37: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 38: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 39: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUM BOARD 0406 SUSPENDED CEILING CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. L4 1. Project No. Date Application Accepted: Date Application Expires: (For office tise on CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: 788892-0020 Site Address: 17250 SOUTHCENTER PKWY, TUKWILA WA Suite Number: 112 Floor: 1 Tenant Name: AAA WASHINGTON PROPERTY OWNER Name: John M Curtis Name: WIG PROPERTIES, L.L.C. City: Seattle State: wa Zip: 98117 Address: 4811 -134TH PLACE SE Email: john@Sivecreative.com City: BELLEVUE State: WA Zip: 98006 CONTACT PERSON — person receiving all project communication Name: John M Curtis Address: 7309 34th avenue NW City: Seattle State: wa Zip: 98117 Phone: (206) 618-7250 Fax: Email: john@Sivecreative.com GENERAL CONTRACTOR INFORMATION Company Name: Powell Construction Co. Address: 2625 Northup Way City: Bellevue State: wa Zip: 98004 Phone: (425) 828-4774 Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: A:1ApplicationsWorms-Applications On Lme12011 Applications\Permit Application Revised - 8.9-11.doec Revised: August 2011 bb New Tenant: ® Yes ..No ARCHITECT OF RECORD Company Name: SMITH CO. Architect Name: KEITH SMITH Address: 1725 WESTLAKE ANAUE NORTH City: SEATTLE State: WA Zip: 98109 Phone: (206) 883-5485 Fax: Email: KSMITH@SMITHCO.ORG ENGINEER OF RECORD Name: a Company Name: Address: :3(4o 5- Engineer Name: City:..4'f! 'I:4.eStattee:: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: a e ol Address: :3(4o 5- 1 ✓G- 33., /1,(L ?5". City:..4'f! 'I:4.eStattee:: u Zip: go /, 7j) /s, Y. Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 650,000 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): The project is within an existing shopping complex and will combine two type M spaces into one type M space. There is no change to occupancy, change to buildings envelope, or increase in parking. One additional public toilet room will be added. Will there be new rack storage? m Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 1 PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes m No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ® Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 0 No If 'yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. la Applications\l'orms-Applications On Line\2011 Applicatious\Permit Application Revised - 8.9- 11.docx Revised: August 2011 bh Page 2 of 4 Existing .. Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1s'Floor 9,372 9,372 0 0 V -B W/ SPRD M,B 2°d Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes m No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ® Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 0 No If 'yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. la Applications\l'orms-Applications On Line\2011 Applicatious\Permit Application Revised - 8.9- 11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION::- 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 21...Tukwila ❑...Water District #125 0 ...Water Availability Provided Sewer District VI ...Tukwila 0 ...Sewer Use Certificate ❑...Valley View 0...Sewer Availability Provided ❑ .. Highline ❑ .. Renton 0 .. Renton ❑ .. Seattle Setic System: I On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond 0 .. Insurance 0 .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way ❑ ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) 0 ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer 0 .. Abandon Septic Tank 0 .. Grease Interceptor ❑ ...Cap or Remove Utilities 0 .. Curb Cut 0 .. Channelization 0 ...Frontage Improvements 0 .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control 0 .. Looped Fire Line 0 .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑...Water Only Meter Size WO # ❑...Deduct Water Meter Size ❑ ...Sewer Main Extension Public 0 Private ❑ ❑ ...Water Main Extension Public 0 Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water 0 ...Sewer Monthly Service Billing to: Name: Wig Properties ❑...Sewage Treatment Mailing Address: 4811 - 134th Place SE Day Telephone: (425) 641-2044 Bellevue City wa State 98006 Water Meter Refund/Billing: Name: Wig Properties Day Telephone: (425) 641-2044 Mailing Address: 4811 - 134th Place SE Bellevue WA City State Zip 98006 Zip HAApplications On Line \ 2011 Applications\Pernit Application Revised - 8-9-11.docx Revised: August 2011 bb Page 3 of 4 PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUT a Signature: d.�r. Print Name: RIZED AGENT: Date: 9 • LZ.• Zoii Day Telephone: 42.5 — ,4(e —2.142. - Mailing 2142 Mailing Address: MARL 34,0S L3Z"' /PIE araIJEWP W WA 9 4e City State Zip H: Wpplications\Forras-Applications On Line\2011 Applications\Pennit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK PAID $6,383.70 D17-0256 Address: 17250 SOUTHCENTER PKWY 112 Apn: 7888920020 $6,383.70 DEVELOPMENT $6,079.93 PERMIT FEE R000.322.100.00.00 0.00 $6,075.43 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $303.77 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R12623 R000.322.900.04.00 0.00 $303.77 $6,383.70 Date Paid: Monday, October 23, 2017 Paid By: 5IVE CREATIVE INC Pay Method: CHECK 7711 Printed: Monday, October 23, 2017 9:28 AM 1 of 1 CRL/ LI SYSTEMS Cash Register Receipt City of Tukwila Receirii Number Ri2392 DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $3,949.03 D17-0256 Address: 17250 SOUTHCENTER PKWY 112 Apn: 7888920020 $3,949.03 DEVELOPMENT $3,949.03 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R12392 R000.345.830.00.00 0.00 $3,949.03 $3,949.03 Date Paid: Friday, September 22, 2017 Paid By: SIVE CREATIVE INC Pay Method: CHECK 7692 Printed: Friday, September 22, 2017 8:48 AM 1 of 1 CANIWSYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit biz -62s PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: AM w tt ye Type of Inspection: PV/Lpt116- FlNA-L Address: /7250 ,SwTHeEN-re:NiAy Date Called: Special Instructions: Date Wanted: %? 4-1 . Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: A ,5U/L,D/# - Inspector: Date REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit Di 7 —0.2 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: 3.P$ w Ids f'%)tis►bM Type of Inspection: Address: j72 -5t) <5-64)77/ern/re ltKWjd Date Called: Special Instructions: 011/SR6 %YCy Lf�-44-ri - Date Wanted: ,P -.2-i8. P.m. Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Di& 1 m'tA G Jv / L i C TThL G— Inspector: 5 Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit Dt7-b7_S"4 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: y Type of Inspection: Address: 172 SO 501cff-cWririe Pkwt Date Called: Special Instructions: 64.h2JtiCr Date Wanted: I —2 -5. -/ES :(.m:' p.m. Requester: Phone No: _ x-2-__4. -7 -®6L✓ Approved per applicable codes. E] Corrections required prior to approval. COMMENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit Di7-Q, c4 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: rtbf ij 446 -WV Type of Inspection: 5 P. -NPD CE✓LJN6-- Address: /7250 E,. - rkiy Date Called: Special Instructions: `,� 1 Date Wanted: l�/ an. p.m. Requester: Phone No: EI,Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: S Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 D/7-625ep Project:,, -h h /1/17s//1167 -O4/ Type of Insape-ctiionn-:ten ]�f xya 19.ivd . r /L,/N - Address: / 725 c5 77 5/1 /47 o A14 Date Called: Special Instructions: i, Date Wanted:f a.m. -/.� '/8 p.m' Requester: Phone No: 1712-5-- kV r 08-5/ Approved per applicable codes. ECorrections required prior to approval. COMMENTS: ColMPimS57dw' r✓o 6>Ut/2 /2 5/1 /47 o into,- Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 DR- CO25 Project: Mil 14) ftm‘-i0N Type of Inspection: ximticyp 8oib Address:172: 5DO7 k no/ Date Called: Special Instructions: 6 Date Wanted: 1-�-18 Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: c K- GYP Ai - Inspector: Date: _o -1 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 D17-62579 Project: Mil lAJOS'MA)6 7M/ Type of Inspection: FM1141 N Address: /72—.515.-O07-110:4/76.? & Y Date Called: Special Instructions: > Date Wanted: /436-17 a.m. Requester: CMI5 Phone No: i 25 -/Q3'/. -Oa 1 Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: f) ,/a- Cwt/' °AL1 Inspector: Date: 11,..?6 7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NUMBER 4. INSPECTION- RECORD_. Retain a copy with permit on O2 (o. /7-.F- 2 z -a z'5 PERMIT NUMBERS CITY OF TUK-WILA FIRE DEPARTMENT 206-575-4407 Project: Sprinklers: Fire Alarm: Type of Inspection: Address:Contact 7) Suite #: / 77 Sc„ S /0,6w Permits: Person: Special Instructions: I Phone No.: iyApproved per applicable codes. Corrections required prior to approval. COMMENTS: /iv. -f/ 4L//�C42. -- 7 rim , MiL _- /Ns/A4( , e r tlqr S•hc-ke fc. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: /it_ X5-3 Date: 2////b 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 NUMBER INSPECTION RECORD Retain a copy with permit i-� 1—OLS-140 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Type ofI Inspection: b7/1. ,\',ei Address:-, 4 Suite #: / 7zg0 SC ?4'- ill- 12Special Contact Person: SpecialInstructions: I Phone No.: Approved per applicable codes. e - Corrections required prior to approval. COMMENTS: dire ,%/-019 .; No -r- tgAegti Needs Shift Inspection: Sprinklers: Date: Fire Alarm: Hood & Duct: ' Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: figl5 f Date: ./Z/(6 Hrs.: /. o $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:44/4 Typ��spection: Address:,Contact Suite #: 72.5 Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: — 5er'/n g(e r- ' o fc-ect C Ali Cot -i -,n e v Ike (:A.° .e /T Lvo✓/I ,� /UK7b / 401a, --",c Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: rf Dater // '/j Hrs.: /'< d $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: Word/Inspection Record Form.Doc. 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 INSPECTION RECORD Retain a copy with permit s" ! - 2.15' /l5' (:)ZS -t PERMIT NUMBERS Project:Type �� of Inspection: (71Ue Address: Suite #: /)7,,c0 C 4 rk-w`4'11 t12. Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: — Add /w f IUJXJ VO/6 /)/Z CU rrQ K Ai//r Ae 7_ - 12e9/.�---Q 4(1 bi w, ,9' $-,,^-- 5A / �. / er , Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: - 4 Date: fill ,/ 6 Hrs.: /. d y;%fi/ $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 r INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER • 217- -62 /77-- S -- 245 PERMIT NUMBERS CITY OF TUKWILA FIRE..DEPARTMENT 206-575-4407 Project: Nfrei-e->/101/47 irVid Type of Inspection:,, (-itta - (4)/6 -It, Address: /Z -SZ Suite #: SG '0 /JV Contact Person: Special Instructions: / . o Phone No.: :1App,roved:,per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: /v7 c--4--- Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type:z 4 k 77) c.(s,► -- h 0/14s (To L . q- Fedi- ..£ V 6-YZ -- o--6, . .. C 67/-/ 6 Needs Shift Inspection: Sprinklers: /v7 c--4--- Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type:z I. Inspector: 1t /v7 c--4--- Date:. l U/5/1 _-- Hrs.: /i` $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address:.. City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 Lighting Summary LGT-SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised July 2016 Project Info Compliance forms do not require a password to use. Instructional and calculating cells are write - protected. Project Title: AAA - Tukwila, WA Date 9/20/2017 Applicant Information. Provide contact information for individual who can respond to inquiries about compliance form information provided. For BuildiRESaErtirilly CITY O F T U K W I L A SEP 2 2 2017 PERMIT CENTER Company Name: Dunham Associates, Inc. Company Address: 50 South 6th St. Minneapolis, MN 55402 Applicant Name: Mark Carlson Applicant Phone: 612-465-7675 Applicant Email: mark.carlson@dunhameng.com Project Description ❑ Include New Building ❑ Addition el Alteration ✓ Plans Included PROJ-SUM form (included in envelope forms workbook) with lighting complliance forms. Building Additions Refer to Section C502.2.6 for additional requirements. :,;. Compliance Method Interior lighting Exterior lighting Lighting systems in addition area comply with all applicable ❑ provisions as a stand alone new construction project Lighting systems in addition are combined with existing ❑ building lighting systems to demonstrate compliance Addition is combined with existing: For interior lighting projects. include new + existing interior lighting fixture wattage in Wattage table in LTG -INT -BLD or LTG iNT-SPACE form. For exterior lighting projects, include new + existing exterior lighting fixture wattage Tradable and Proposed Non -Tradable Lighting Wattage tables in LTG -EXT form. ❑ ❑ Proposed Lighting in Proposed Interior and Exterior Lighting Alterations Select all Lighting Power and Lighting Control elements that apply to the scope of the retrofit project. If project includes a combination of spaces where less than 50% of the existing fixtures are replaced in some spaces; and 50% or more of the fixtures are replaced in others, then provide separate lighting power compliance forms for the two retrofit conditions. Spaces undergoing the same type of retrofit may be combined into one lighting power compliance form. Refer to S- m i k3-6.f.Q‘eqrirtiti3Olial Lighting Power Interior lighting Parking garage Exterior lighting 50% ❑ or more of existing are replaced ■ Less than 50% of existing are replaced ❑ ❑ Lamp and/or ballast replacement only — existing total wattage not increased ❑ ❑ 50% or more replaced - Total lighting power of new + existing -to -remain fixtures shall LPA per Sections C405.4.2 and C405.5.2. Include new + existing -to -remain fixtures Lighting Wattage table in LTG -INT -BLD, LTG -INT -SPACE or LTG -EXT form. Less than 50% replaced - Total lighting power of new + existing -to -remain fixtures total lighting power prior to alteration. include new + existing -to -remain fixtures in the Wattage table in LTG-iNT-BLD. LTG -INT -SPACE or LTG -EXT form. 50/ threshold applies to number of luminaires for interior spaces and parking garages. installed wattage for exterior luminaires. ❑ ❑ comply with total in Proposed shall not exceed the Proposed Lighting and total requiremen All alteratio commissio ❑ No ch the interior systems uses changed. s. REVIEWED �i iDEneiOMi ed per c40H OCT City BUILDING FOR .IRN ls_Te PROVED fi cir 18 2017 NJJ Interior luminaires of Tukwila New DI VI S IOIr iotrols Lighting Controls Interior lighting wiring installed to serve added Parking garage ❑ ❑ manual controls per C405.2.3. C405.2.4 and application per C405.2.7. as noted for New Wring that apply to a not apply to reconfigured Exterior lighting res and/or fixtures relocated to new I uit(s) ❑ or moved lighting panel space is reconfigured - ❑ unchanged or relocated only wiring or circuit - For interior lighting, provide required sor controls per C405.2.1, daylight responsive controls per per C405.2.5. For exterior lighting. provide required controls or moved panel - Provide all applicable lighting controls switch controls per C405.2.2. interior space - Provide all required fighting controls specific lighting control provisions per C405.2.5 do occupancy specific fighting and automatic new interior space. spaces. • n • es '• r '• . = p or exterior lighting New and existing space time and configuration are not Reconfigured Application Change of Space Use ri ❑ Existing interior lighting systems in areas under -going a change in space use are upgraded to comply with LPAs for the new space types per Tables C405.4.2(1) or C405.4.2(2). Identify interior spaces requiring LPD upgrade to the current Code in Proposed Lighting Wattage table in LTG -INT -BLD or LTG -INT -SPACE form. Lighting Summary, cont. LGT-SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised July 2016 Project Title: AAA - Tukwila, WA Date 9/20/2017 Interior Lighting System Description All new lighting installed except for stock room where existing strip lights will remain. Interior Lighting Power Allowance Method Building Area Method ✓ Space -by -space Method Select method used in project. Interior Lighting Controls I All C405.2.1 - C405.2.8 Controls C405.2 Exception 5 Luminaire Level Lighting Control (LLLC) © Additional Efficiency Package Option C406.4 Enhanced digital lighting controlsI To comply with C406.4, no less than 90% of the total installed interior lighting power shall comply with the required controls per C406.4. Dwelling Unit Interior Lighting Permanently installed interior lighting fixtures in dwelling units comply with: QQ 00405.2 thru C405.5 Commercial Lighting Controls and LPA 00406.3 High Efficacy Lighting 0 Exterior Lighting System Description No changes - existing to remain Interior Lighting - Space -By -Space Method LTG -INT -SPACE 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised July 2016 Project Title: AAA - Tukwila, WA Date 9/20/2017 Calculation Area NOTE 9 O O Addition - Q Addition stand alone + existing O Spaces where < 50% of O Spaces where >_50% of Q luminaires are replaced luminaires are replaced For Building Department Use LPA Calculation Type Q Standard 0 Additional Efficiency Package Option O C406.3 Reduced Interior Lighting Power To comply with C406.3. the Proposed LPD shall be 25% lower than the Target LPA. Refer to C406.3 for additional requirements. Maximum Allowed Lighting Wattage NOTE 1 82 Location (plan #, room #) Space Type Ceiling Height "ore z Gross Interior Area in ft2 Allowed Watts per ft2 Watts Allowed (watts/ft2 x area) Conference Rooms Conference/meeting/multipurpose L3-4" Recessed LED downlight 881 0.980 863 Restrooms Restroom: all other 217 0.780 169 Open Office Office: Open plan 2040 3620 0.780 2824 Retail Sales Sales area 88 3452 1.270 4384 Break Room Lounge/breakroom: all other 70 196 0.580 114 Copy Room Copy/print room Restrooms 107 0.580 62 Storage Room Storage room 314 0.500 157 Janitor's Closet Electrical/mechanical 46 0.760 35 Server Room Computer Room 6557 98 1.370 134 Lobby Art/Exhibit Display Allowance from LTG-INT-DISPLAYNOTE 8 Total Area Retail Display 8931 LTG -INT -DISPLAY Allowed Watts Allowance from 8743 Proposed Lighting Wattage "' °' Location (plan #, room #) Fixture Description NOTE a, s, s Number of Fixtures Watts/ Fixture NOTE 7 = = = = Watts Proposed Office, Conf. Rms L1 -2'x4' LED 82 45 3674 Office, Conf. Rms L2 -2'x2' LED 15 35 525 Sales / Hallway L3-4" Recessed LED downlight 4 28 112 Retail Sales L5 - Track Lighting (3 Current Limiters: 5A, 6A & 6A=17A) 1 2040 2040 Retail Sales L10 - Pendant Light 8 11 88 Retails Sales L11-6" LED Pendant 7 10 70 Restrooms L12 - LED 2 12 24 Restrooms L20 - LED 2 12 24 Proposed Retail Disp Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting ay Lighting from LTG -INT -DISPLAY Total Proposed Watts 6557 Interior Lighting Power Allowance COMPLIES WITH C406.3 Note 1 - List all unique space types per Table C405.4.2(2) that occur in the project scope. Select space type category per from drop down menu. Note 2 - Indicate ceiling height for atriums and spaces utilizing the ceiling height adjustment per Table C405.4.2(2), Footnotes d thru f. Note 3 - List all proposed lighting fixtures including exempt lighting equipment and existing -to -remain fixtures. Note 4 - For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. Note 5 - For lighting equipment eligible for exemption per C405.4.1, note exception number and leave Watts/Fixture blank. Note 6 - Existing -to -remain fixtures shall be included in the Proposed Lighting Wattage table in the same manner as new fixtures. Identify as existing in fixture description. Note 7- For proposed Watts/Fixture enter the luminaire wattage for installed lamp and ballast using manufacturer or other approved source. For luminaires with screw-in lamps, enter the manufacturer's listed maximum input wattage of the fixture (not the lamp wattage). For low voltage lighting, enter the wattage of the transformer. For line voltage track/busway systems, enter the larger of the attached luminaire wattage or 50 watts/lineal foot, or enter the wattage limit of permanent current limiting device. Note 8 - Lobby Art/Exhibit Display Allowance is independent of the Maximum Allowed Lighting Wattage. Note 9 - Calculation Area Details: a. Lighting fixtures in a building addition may comply as a stand alone project, or they may be combined with the overall existing building lighting systems to demonstrate compliance. Refer to C502.1. b. For alterations and building additions, provide Space Types and gross interior areas in the Maximum Allowed Lighting Wattage table. If a building addition will comply as combined with the overall existing building lighting systems, include all applicable existing Space Types and gross interior areas. c. If less than 50% of existing lighting fixtures will be replaced, provide total existing lighting wattage (prior to' alteration) in the space provided 'Lighting, Motor, and Electrical Permit Checklist, Pg. 1 LTG-CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised July 2016 Project Title: AAA - Tukwila, WA Date 9/20/2017 The following information is necessary to check a permit application for compliance with the lighting, motor, and electrical requirements in the Washington State Energy Code, Commercial Provisions. Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes LIGHTING CONTROLS Yes C405.2 Lighting controls, general For all lighting fixtures, indicate lighting control method on plans for spaces and lighting zone(s) served, or exception taken E1.1 NA C405.2 Luminaire level lighting controls (LLLC) Indicate on plans all fixtures provided with LLLC in lieu of C405.2 lighting controls; provide description of control capabilities and performance parameters NA C405.1 Lighting in dwelling units For permanently installed lighting fixtures in dwelling units, indicate lighting control method on plans for spaces and lighting zone(s) served, or demonstrate compliance with high efficacy exception Yes C405.2.3 C405.2.1.1 C405.2.2.2 C405.2.4 C405.2.5 Manual controls Indicate on plans the method of manual lighting control (whether combined with occupancy sensor, automatic light reduction, daylight responsive or specific application controls), location of manual control device and area or specifice application it serves E1.1 Yes C405.2.2.1 C405.2.2.2• C405.2.3 Manual interior lighting controls Indicate on plans which method of manual 50% lighting load reduction is provided, or whether lighting load is reduced via occupancy sensors or daylight responsive controls E1.1 Yes C405.2.2 Method of automatic shut-off control Indicate on plans the method of automatic shut-off control during unoccupied periods (occupancy sensor or time switch) for all lighting zones; E1.1 Indicate locations where automatic shutoff is provided by other methods (occupancy sensor or digital timer switch) or which time switch control exception applies E1.1 Yea C405.2.1 C405.2.1.1 Occupancy sensor controls Indicate on plans the spaces served by occupancy sensors; E1.1 Indicate whether occupancy sensor controls are configured to be manual-on, automatic 50%-on, or serve a space eligible for automatic 100%-on per exception E1.1 NA C405.2.1.2 Occupancy sensor controls - warehouses Indicate aisleways and open areas in warehouse spaces provided with occupancy sensor controls that reduce lighting power by 50% NA C405.2.6 Digital timer switch Indicate required digital timer switch control function when control is used Yes C405.2.2.1 Automatic time switch controls Indicate locations of override switches on plans and the lighting zone(s) served, include area sq. ft. E1.1 Yes C405.2.4.2 C405.2.4.3 Daylight zones - Sidelight and toplight Indicate primary and secondary sidelight daylight zone areas on plans, include sq. ft.; E1.1 Indicate toplight daylight zone areas on plans, include sq. ft.; For small vertical fenestration assemblies (rough opening less than 10 percent of primary daylight zone) where daylight responsive controls are not required, provide fenestration area to daylight zone calculation(s) Yes C405.2.4 Daylight responsive controls Indicate on plans lighting zone(s) served by daylight responsive E1.1 controls; Identify sidelight and toplight daylight zones that are not provided with daylight sensing controls and the exception(s) that apply; Indicate on plans the lighting load reduction method - continuous dimming, or stepped dimming that provides at least E1.1 two even steps between 0%-100% of rated power; Indicate that daylight sensing controls are configured to completely shut off all controlled lights in the lighting zone E1.1 NA C405.2.5 Additional controls Specific application lighting controls Identify spaces and lighting fixtures on plans that require specific application lighting controls per this section NA C405.2.5 - Items 1&2 Display and accent lighting Indicate on plans that display and accent lighting, and display case lighting are controlled independently from both general area lighting and other lighting applications within the same space; Indicate manual and automatic lighting control method Lighting, 2015 Washington Motor, and Electrical Permit Checklist, Pg. 2 LTG-CHK State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised July 2016 Project Title: AAA - Tukwila, WA Date 9/20/2017 The following information is necessary to check a permit application for compliance with the lighting, motor, and electrical requirements in the Washington State Energy Code, Commercial Provisions. Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes NA C405.2.5 - Item 3 Hotel/motel guest rooms Indicate method of automatic control - vacancy or captive key control of all installed luminaires and switched receptacles in guest room NA C405.2.5 - Item 4 Supplemental task lighting Indicate method and location of automatic shut-off vacancy control for supplemental task lighting, including under-shelf or under-cabinet lighting NA C405.2.5 - Item 5 Lighting for non- visual applications Indicate on plans eligible non-visual lighting applications, include sq. ft. area of each lighting control zone; Indicate on plans that non-visual lighting are controlled independently from both general area lighting and other lighting applications within the same space; Indicate method of manual lighting control and applicable automatic lighting control NA Item 6 5 Lighting equipment for sale or demonstration Indicate on plans that lighting equipment for sale or demonstration are controlled independently from both general Sraacalighting and other lighting applications within the same p Indicate method of manual lighting control and applicable automatic lighting control Yes C405.2.5 - Item 7 Means of egress lighting Identify on plans egress fixtures that function as both normal and emergency means of egress illumination; EXIST. Provide calculation of lighting power density of total egress lighting; EXIST. If total egress lighting power density is greater than 0.02 W/sq. ft., indicate on plans egress fixtures requiring automatic shut-off during unoccupied periods; EXIST. Indicate method of automatic shut-off control E1.1 NA C405.2.7 Exterior lighting controls Indicate on exterior lighting plans and fixture schedules the automatic lighting control method, control sequence, and locations served; For building facade and landscape lighting, indicate automatic controls shut off lighting as a function of dawn/dusk and fixed opening/closing time; For all other exierior lighting, indicate automatic controls shut off lighting as a function of available daylight; include control sequence that also reduces lighting power by at least 30% between 12am-6am, or from 1 hour after closing to 1 hour before opening, or based upon motion sensor NA C405.5.1 Exterior building grounds lighting controls For building grounds fixtures greater than 100 watts, indicate on plans whether fixtures have efficacy greater than 80 lumens or; are controlled by motion sensor, or are exempt lighting per C405.5.2 Yes C405.2.5 Area controls - Master control switches and circuit power limit Indicate location(s) of master control switch(es) intended to control multiple independent switches; circuit breaker may not be used as a master control switch; NIA Verify that no 20 amp circuit controlled by a single switch or automatic control is loaded beyond 80% E1.1 NA C406.4 Enhanced digital lighting controls To comply with additional efficiency package option, indicate on plans all interior lighting fixtures that are individually addressed and provided with continuous dimming, or exception taken; Include calculation of percent total installed interior lighting power that is configured with required enhanced lighting control functions (min 90% to comply with additional efficiency package option) Yes C405.13 C408.3 Lighting system functional testing If claiming lighting system commissioning exemption provide supporting calculation; N/A Identify applicable commissioning documentation requirements per Section C408 or eligibility for exception; BY E.C. Provide written procedures for functional testing of all automatic controls and describe the expected system response BY E.C. ::Lighting, Motor, and Electrical Permit Checklist, Pg. 3 LTG -CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised July 2016 Project Title: AAA - Tukwila, WA Date 9/20/2017 The following information is necessary to check a permit application for compliance with the lighting, motor, and electrical requirements in the Washington State Energy Code, Commercial Provisions. Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes INTERIOR LIGHTING POWER & EFFICACY Yes C405.4.1 C405.4.1 C405.4.2 Total connected interior lighting power Include all luminaires in lighting fixture schedule; indicate fixture types, lamps, ballasts, and manufacturer's rated watts per fixture; E1.1 Identify spaces eligible for lighting power exemption on plans and in compliance forms; indicate the exception applied; N/A Identify lighting equipment eligible for lighting power exemption in fixture schedule and in compliance forms; indicate the exception applied; N/A' Indicate that exempt lighting equipment is in addition to general area lighting and is controlled independently N/A Yes C405.3 Exit signs Indicate location of exit signs on plans and rated watts per fixture in lighting fixture schedule (maximum 5 watts per fixture) E1.1 NA C405.1 Lighting in dwelling units - lamp efficacy If high efficacy exception is applied to permanently installed lighting fixtures in dwelling units, indicate in lighting fixture schedule if lamps in fixtures are high efficacy per R404.1. Calculate percentage of fixtures with high efficacy lamps in project (min 75% to comply with exception). NA C406.3 Reduced lighting power density - dwelling unit lamp efficacy For project with dwelling units, to comply with additional efficiency package option indicate in lighting fixture schedule if lamps in fixtures have efficacy rating of 60 lumens per watt or more. Calculate percentage of fixtures with lamps that have this efficacy rating (min 95% to comply with option). Lighting Power Calculation - Indicate compliance path taken NA C405.4.2.1 Building Area Method Complete required compliance forms — proposed wattage per building area does not exceed maximum allowed wattage per building area. Identify locations of building areas on plans Yes C405.4.2.2 Space -By -Space Method Complete required compliance forms — total proposed wattage does not exceed maximum allowed wattage. Identify locations of space types on plans, including retail display areas, lobby art & exhibit display areas, and ceiling heights as applicable THESE FORMS Yes C406.3 Reduced lighting power density To comply with additional efficiency package option, demonstrate in compliance forms that total connected interior lighting wattage is 75% less than the total maximum allowed lighting wattage via Building Area Method or Space -By -Space Method THESE FORMS EXTERIOR LIGHTING POWER & EFFICACY NA C405.5.2 Total connected exterior lighting power Include all luminaires in lighting fixture schedule; indicate fixture types, lamps, ballasts, and manufacturer's rated watts per fixture; Identify exterior applications eligible for lighting power exemption on plans and in compliance forms; indicate exception applied; Indicate that exempt exterior lighting is controlled independently from non-exempt exterior lighting; include exception claimed for each fixture or group of fixtures under exception category NA Table C405.5.2(1) Exterior lighting zone Indicate building exterior lighting zone as defined by the AHJ NA C405.5.1 Exterior building grounds lighting For building grounds fixtures rated at greater than 100 watts that are complying based on efficacy, indicate rated lamp efficacy (in lumens per watt) in fixture schedule NA C405.5.2 Exterior lighting power calculations Complete required compliance form — proposed wattage for exterior lighting plus base site allowed does not exceed maximum allowed ig ing, ' otor, and Electrical Permit Checklist, Pg. 4 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 LTG -CHK Revised July 2016 Project Title: AAA -Tukwila, WA Date 9/20/2017 The following information is necessary to check a permit application for compliance with the lighting, motor, and electrical requirements in the Washington State Energy Code, Commercial Provisions. Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes MOTORS & TRANSFORMERS NA C405.6 Electrical tranformers Include electrical transformer schedule on electrical plans; indicate transformer size, efficiency, or exception taken NA C405.7 Dwelling unit electrical energy consumption Indicate on electrical plans that each dwellingunit in GroupR-2 has a separate electrical energy meter Yea C405.8 Electric motor efficiency Include all motors, including fractional hp motors, in electric motor schedule on electrical plans; indicate hp, rpm, rated efficiency, or exception applied E1.2 NA C405.9.1 Elevator cabs For luminaires in each elevator cab, provide calculated average efficacy of combined fixtures that indicates efficacy is not less than 35 lumens per watt; Indicate rated watts per cfm for elevator cab ventilation fans do not exceed 0.33 watts per cfm; Indicate automatic controls that de -energize lighting and ventilation fans when elevator is stopped and unoocupied for a period of 15 minutes or more NA C405.9.2 Escalators and moving walks Indicate escalators comply with ASME A17.1/CSA B44; automatic controls are configured to reduce operational speed to the minimum permitted when not in use NA C405.9.3 Regenerative drive Indicate all one-way down or reversible escalators are provided with a variable frequency regenerative drive C405.10 Controlled receptacles Identify all controlled and uncontrolled receptables on electrical plans in each space in which they are required; include receptacle configuration such as spacing between controlled and uncontrolled, duplex devices, etc; E1.2 Indicate on plans whether the method of automatic control for each controlled receptable zone is by occupant sensor or programmable time -of -day control BY RECEPT. TYPE If "no" is selected for any question, provide explanation: End of Lighting, Motor & Transformer Permit Documents Checklist City of Tukwila Department of Community Development September 29, 2017 JOHN M CURTIS 7309 34TH AVE NW SEATTLE, WA 98117 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D17-0256 AAA WASHINGTON - 17250 SOUTHCENTER PKWY 112 Dear JOHN M CURTIS, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. Codes referenced on sheet A0.1 refer to Bellevue and SBC codes to include 2010 ANSI. These are not accepted codes for compliance in the City of Tukwila. The referenced code sections and Tables are not consistent with the 2015 IBC and 2009 ANSI accessible codes for compliance in City of Tukwila. Please revise all code references removing Seattle and Bellevue codes and revised all code tables and code sections to show compliance with current 2015 IBC and 2009 ANSI. 2. On sheet A2.0 the different wall definitions do not clearly show up on the plan view of the different types of walls. Please revise plan where the different wall types are clearly defined in plan -view. 3. The ADA signage codes are incorrect for 2009 accessible codes. The dimensions defining the heights of the signs on the door elevations shall need to show compliance with section 703.3.10. Other sign details shall comply with the sections 703.4 and 703.6 of 2009 ANSI and any other elements of the codes within. Please revised for code compliance. 4. Provide accessible details for ADA bathrooms to include all fixtures and grab bars with typical barrier free dimensions. Include other barrier free specifications and details as they apply to this project. 5. The east curved wall shows two voids. Specify fire blocking specifications for those spaces. Note: Contingent on response to these corrections, further plan review may request for additional corrections 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. D17-0256 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-4.31-3665 PERMIT COORD COPY 0 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0256 DATE: 10/09/17 PROJECT NAME: AAA WASHINGTON SITE ADDRESS: 17250 SOUTHCENTER PKWY Original Plan Submittal X Response to Correction Letter # 1 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: A:\ AMU (/11)71 Building Division {L Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator El PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 10/10/17 Structural Review Required DATE: El APPROVALS OR CORRECTIONS: Approved DUE DATE: ❑ Approved with Conditions Corrections Required (corrections entered in Reviews) Notation: Denied (ie: Zoning Issues) 11/07/17 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping 0 PW ❑ Staff Initials: 12/18/2013 OPERMIT COORD COPY 0 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0256 PROJECT NAME: AAA WASHINGTON SITE ADDRESS: 17250 SOUTHCENTER PKWY DATE: 09/25/17 X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: PFJ v Building Division ..w ft2i(Dj\ Public Works 4-k AWC q --X3-11 Lv ii// - Fire Prevention Planning Division Structural ❑ Permit Coordinator 61-)4-17 PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 09/26/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews DUE DATE: Approved with Conditions Denied (ie: Zoning Issues) 10/24/17 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 61-01-9—( 7 Departments issued corrections: Bldg.- Fire El Ping El PW ❑ Staff Initials: 12/18/2013 fl d City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through _-. - ----_ ..the marl,- axe etc: -- - - Date:: % 0 1 2•c, Plan Check/Permit Number: D17 0256 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # — after Permit is Issued. ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: AAA Project Address: 17250 /Southcenter Pkwy — Suite 112 Contact Person: \JOkYI, Vkg,T16 Phone Number: X206,) %i g- 7260 Summary of Revision: (i.)Gape 2eF eR ENCOs u p nixt Q o'' AS i C2-) Unfit OA%/4nS &i.Skn: 014 A2 so (3) *.UA. 61yi •Ly L -r w&v & oxt 42a C'f) 74o ' p `ZED kD04- 8A-T-ItTbDe:tph L S A- o$I . ( RECEWED CITY OF TUKWILA OCT 092017 PERMIT CENTER Sheet Number(s): 7'i OI 1) A2,0/ A 4.1 "Cloud" or highlight all areas of revision including/) date ofrevision Received at the City of Tukwila g Entered in TRAKiT on PoNte \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: POWELL CONSTRUCTION CO Horne Espanol Contact Safety & Health Claims & Insurance AIWashington State Department of Labor & Industries Search L&I A -Z index Help Page 1 of 2 rdy L&I Workplace Rights Trades & Licensing POWELL CONSTRUCTION CO Owner or tradesperson Principals POWELL, PETER W, PRESIDENT BREHM, MICHAEL H, VICE PRESIDENT MASON, JOHN PARKER, AGENT HUFFMAN, PAULA JEAN, MEMBER WOERTENDYKE, DAVID, MEMBER BALDWIN, CAROL E, SECRETARY (End: 09/26/2011) MASON, J PARKER, TREASURER (End: 09/26/2011) TISCHMACHER, JANICE GAYLE, SECRETARY (End: 09/27/2017) RICE, ANDREW TRAVIS, TREASURER (End: 09/27/2017) HATCH, TODD R, TREASURER (End: 10/22/2013) Doing business as POWELL CONSTRUCTION CO • WA UBI No. 601 863 897 PO BOX 97070 KIRKLAND, WA 98083-9770 425-828-4444 KING County Business type 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. POWELCCO27L3 • Effective — expiration 06/23/1998-10/22/2019 Bond North American Spec Ins Co Bond account no. 2161687 $12,000.00 Received by L&I Effective date 04/03/2013 04/01/2013 Expiration date Until Canceled Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601863897&LIC=POWELCCO27L3&SAW= 10/23/2017 POWELL CONSTRUCTION CO Bond history Insurance Ironshore Specialty Ins Co Policy no. AGS0082102 Received by L&I 11/08/2016 $1,000,000 00 Effective date 11/01/2016 Expiration date 11/01/2017 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&l tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID 574,536-02 Doing business as POWELL CONSTRUCTION COMPANY Estimated workers reported Quarter 2 of Year 2017 "21 to 30 Workers" LAI account contact T1 / JAN BENTLEY (360)902-4652 - Email: STRO235@Ini.wa.gov Account is current. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes ............. No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 05/18/2012 Inspection no. 316250877 Location 26438 SR 169 Maple Valley, WA 98004 No violations Page 2 of 2 =, Washington State [dept, of I_at>ce & Industries. Use of this site is subject to the laces of the slats at Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601863897&LIC=POWELCCO27L3&SAW= 10/23/2017 PROJECT CONTACTS OWNER / TENANT: AM WASHINGTON 3605 132ND AVENUE SE BELLEVUE WASHINGTON 98006 CONTACT NAME: DAVE ARMSTRONG (425) 646-2142 DAVEARMSTRONG@AAAWA.COM DESIGNER: 5IVECREATIVE 7309 34TH AVENUE NW SEATTLE, WA 98117 JAMES ADAMS (206) 264-1414 PHONE james@5ivecreative.com REGISTERED ARCHITECT KEITH L. SMITH STATE OF WASHINGTON 6294 ARCHITECT: KEITH SMITH 1725 WESTLAKE AVENUE N. SUITE 210 SEATTLE WASHINGTON 98109 (206) 838-5485 KSMITH@SMITHCO.ORG RE TERED T E L. SMITH STATE OF WASHINGTON AAA - CRUISE AND TRAVEL 17250 SOUTHCENTER SQUARE #112 TUKWILA WASHINGTON BID INSTRUCTIONS: VICINITY MAP SCALE: NTS o P"..9."-"113"-IlkunummummoinsumnTeAsimin mos �i\AAAA E _� STC1R' a 711j�, �.:!!��[s-��■ coli/�,f�..�■[: ri%/rr:z, SCHEDULE: BIDS ARE DUE SEPTEMBER 29, 2017 BIDS ARE TO BE SENT TO BOTH: JAMES@SIVECREATIVE.COM DAVEARMSTRONG@AAAWA.COM ANTICIPATED START OF CONSTRUCTION IS NOVEMBER 1, 2017 TARGET COMPLETION DATE IS JANUARY 8, 2018. DRAWINGS: YOU MAY SHARE THE DRAWINGS AS NEEDED TO PREPARE YOUR BID BUT THEY ARE CONSIDERED PROPRIETARY AND ARE NOT TO BE SHOWN, SHARED OR DISCUSSED WITH ANYONE NOT DIRECTLY HELPING YOU PREPARE YOUR BID. QUESTIONS: DIRECT ALL QUESTIONS TO JOHN@SIVECREATIVE.COM QUESTIONS MAY BE SENT AT ANY TIME BUT MUST BE SUBMITTED VIA EMAIL. QUESTIONS THAT ARE GENERAL IN NATURE AND CLARIFY THE DRAWINGS MAY BE SHARED WITH OTHER BIDDERS. QUESTIONS THAT ARE DEEMED TO PROVIDE A COMPETITIVE ADVANTAGE WILL NOT BE SHARED WITH OTHER FIRMS. WE ARE LOOKING FOR ACCURATE BIDS AND ENCOURAGE QUESTIONS DURING THE BIDDING PERIOD. DO NOT ASSUME, ASK. (EVEN IF YOU HAVE WORKED WITH AM IN THE PAST, THERE ARE SUBSTANTIAL VALUE ADDED CHANGES IN THIS DRAWING SET.) IF A CONFLICT OR INCONSISTENCY IN THE DRAWINGS EXISTS, THE MORE EXPENSIVE CONDITION WILL BE CONSIDERED PART OF THE SCOPE. SITE ACCESS: CONTRACTORS ARE ENCOURAGED TO VISIT THE SITE DURING THE BIDDING PERIOD. VISITS SHOULD BE ARRANGED THROUGH SIVE CREATIVE AT LEAST ONE DAY PRIOR TO VISITING THE SITE. PROJECT CONSIDERATIONS: THE FACILITY IS NOT IN OPERATION AT THIS TIME AND THE PROJECT CAN BE CONSTRUCTED DURING NORMAL BUSINESS HOURS IN COMPLIANCE WITH ALL LANDLORD REGULATIONS. BIDS: BASE BIDS ARE NOT TO INCLUDE ANY ALTERNATES OR SUBSTITUTIONS. BASE BIDS SHOULD BE PRODUCED BASED ON THE DRAWINGS (PLUS ANY CLARIFICATIONS GIVEN DURING THE BIDDING PERIOD) AND SHOULD INCLUDE ALL FEES, PERMITS AND TAXES. YOU MAY PRESENT THE BIDS IN THE MANNER YOU THINK WILL BEST CLARIFY YOUR PRICE BUT AT A MINIMUM WE WILL NEED A DETAILED BREAKDOWN PER CSI DIVISIONS. IN ADDITION, PLEASE IDENTIFY WHO WILL BE THE PROJECT MANAGER, THE JOB SUPERINTENDENT AND PROVIDE THEIR BIOS. SUBSTITUTIONS: YOU MAY OFFER ANY SUBSTITUTIONS YOU FEEL WILL PRODUCE A SIGNIFICANT IMPROVEMENT TO THE PROJECT, EITHER IN DURABILITY, SCHEDULE OR COST SAVINGS. SUBSTITUTIONS MUST NOT BE PART OF THE BASE BID. THEY SHOULD BE INCLUDED AT THE VERY END OF THE BID AS SEPARATE LINE ITEMS. BASE BID TO INCLUDE ALL NEW LIGHTING. BID ALTERNATE #1 TO HAVE NEW LIGHTING IN THE RETAIL ZONE AND REUSED 2X4 FLUORESCENT IN THE OFFICE/SUPPORT AREAS. SITE MAP SCALE: NTS INDEX OF DRAWINGS PROJECT SCOPE: GENERAL: A0.1 A0.2 ARCHTECTURAL: THIS PROJECT CONSISTS OF TENANT IMPROVEMENT WORK TO COMBINE AND REMODEL EXISTING IN-LINE RETAIL SPACES OF APPROXIMATELY 9,372 SF INTO RETAIL/OFFICE SPACE. EXTERIOR WORK: 1. VERIFY ALL ASPECTS OF THE BUILDING ENVELOPE ARE IN GOOD WORKING ORDER AND WEATHER TIGHT. COMPARE THE DRAWINGS AND ANY DEFICIENCIES FOUND ON SITE. IF THERE ARE ISSUES NOT IDENTIFIED ON THE DRAWINGS, NOTIFY THE OWNER AND DESIGNER IMMEDIATELY. 2. PROVIDE POWER AT SPECIFIED LOCATIONS FOR EXTERIOR SIGNAGE (SIGNS PROVIDED AND INSTALLED BY OWNER. INTERIOR WORK: 1. DEMO EXISTING FINISHES AND WALLS AS INDICATED ON THE DRAWINGS. 2. INSTALL ALL NEW WALLS, PARTITIONS AND FINISHES. 3. THE OWNER WILL PROVIDE ALL FLOORING MATERIALS WITH THE EXCEPTION OF ADHESIVES AND GROUT UNLESS OTHERWISE NOTED. GC TO INSTALL. 4. THE OWNER WILL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE NOTED. GC TO INSTALL ALL LIGHTING. 5. THE OWNER WILL PROVIDE ALL RETAIL MERCHANDISING FIXTURES AND THE INSTALLATION. GC IS RESPONSIBLE FOR COORDINATION OF THE WORK. 6. THE OWNER WILL PROVIDE ALL GRAPHICS AND INSTALLATION. GC IS RESPONSIBLE FOR PROVIDING BLOCKING WHERE REQUIRED AND OVERALL COORDINATION OF THE WORK. 7. ALL CABLING FOR DATA, SECURITY, VIDEO AND SOUND SYSTEM PER PLAN TO BE PROVIDED BY OWNER. OWNER WILL ALSO PROVIDE AND INSTALL ANY SECURITY AND SOUND SYSTEM EQUIPMENT EXCEPT GC TO INSTALL SOUND SYSTEM SPEAKERS. GC ALSO TO PROVIDE BLOCKING AND COORDINATION OF WORK. 8. GC RESPONSIBLE FOR ALL HVAC DISTRIBUTION PER DRAWINGS. PROTECT HVAC EQUIPMENT DURING CONSTRUCTION BY SHUTTING OFF DURING CONSTRUCTION ACTIVITY THAT CREATES DUST. GC WILL HAVE ALL HVAC COMPONENTS INCLUDING DUCTS COMPLETELY CLEANED AND BALANCED AT END OF PROJECT AND INSTALL NEW FILTERS. 9. PROVIDE SHOP DRAWINGS FOR ALL GC PROVIDED ITEMS INCLUDING BUT NOT LIMITED TO CASEWORK, GLAZING SYSTEMS, PLUMBING FIXTURES, HVAC AND FINISHES. 10. ALL OFFICE FURNITURE WILL BE PROVIDED AND INSTALLED BY OWNER. GC IS RESPONSIBLE TO HAVE THE SPACE CLEAN AND READY AND PROVIDE ACCESS AND STAGING AREA TO THE FURNITURE INSTALL TEAM. 11. GC TO PROVIDE NEW PLUMBING AND FIXTURES PER DRAWINGS. 12. GC TO PROVIDE ALL DOOR HARDWARE AND VERIFY ALL DOORS AND HARDWARE TO BE REUSED IS REFURBISHED AND IN LIKE NEW WORKING CONDITION. COVERSHEET & VICINTY MAP SAFETY PLAN A1.0 DEMO PLAN A2.0 NEW WALL PLAN A3.0 FINISH PLAN A4.0 FIXTURE PLAN A5.0 REFLECTED CEILING PLAN A5.1 DATA PLAN A6.0 EXTERIOR ELEVATIONS A6.1 INTERIOR ELEVATIONS A6.2 INTERIOR ELEVATIONS A6.3 INTERIOR ELEVATIONS A6.4 INTERIOR ELEVATIONS A7.0 DETAILS A8.0 FIXTURE DETAILS A8.1 FIXTURE DETAILS SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical at/Plumbing El Gas Piping at,' of Tukwila BUILDING DIVISION RrVISIONS No changes shill he made too el e cope of work witho?:t prior appr Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan rraview fees. i M1.0 HVAC PLAN M2.0 SCHEDULES AND DETAILS M3.0 MECHANICAL AND PLUMBING DETAILS P1.0 PLUMBING PLAN P2.0 PLUMBING RISERS AND SCHEDULES E1.1 LIGHTING PLAN E1.2 POWER PLAN E2.1 ELECTRICAL DETAILS E3.1 ELECTRICAL SPECIFICATIONS SITE ADDRESS: 17250 SOUTHCENTER PARKWAY SUITE 112, TUKWILA WA, 98188 TAX ASSESSORS #788892-0020 PROJECT DESCRIPTION: MO El<6F EIt G R LSP CE , CO ' IN O M ' ' NE RACE, A U ALL WORK TO BE COMPLETED IN COMPLIANCE WITH THE FOLLOWING CODES AND REGULATIONS - 2015 INTERNATIONAL BUILDING CODES WITH WA STATE AMENDMENTS AND 2009 ANSI 2015 WASHINGTON STATE ENERGY CODE 2015 INTERNATIONAL FIRE CODE 2015 INTERNATIONAL MECHANICAL CODE WITH WASHINGTON STATE AMENDMENTS 2015 UNIFORM PLUMBING CODE WITH WASHINGTON STATE AMENDMENTS ALL WORK TO BE COMPLETED IN COMPLIANCE WITH THE ACCESSIBLE DESIGN . ZON G / LA �� USE: I KW h TBA TER I C) • U PANCY , 1725 westlake avenue n. suite 210 seattle, washington 98109 206.838.5485 p ksmith@smithco.org PARKING: EXISTING PARKING TO REMAIN. NO CHANGES TO USE PROPOSED, NO CHANGE IN PARKING REQUIRED. LANDSCAPING: NO CHANGE TO EXISTING LANDSCAPING WINDOWS AND OPENINGS: NO CHANGES TO EXISTING EXTERIOR: EXISTING STORE -FRONT AND WINDOW GLAZING SYSTEM TO REMAIN EXISTING BUILDING TOTAL AREA: 46,611 SF AREA OF WORK: 9,372 SQ. FT. BUILDING HEIGHT: 1 STORY, NO CHANGE FILE COPY EXISTING HEIGHT: NO CHANGE (� O� CONSTRUCTION TYPE: V -B SPRINKLERED Permit No. PRINCIPAL OCCUPANCIES W/ SPRINKLERS: MERCANTILE RETAIL AREA: 3,869 SQ. FT., LOAD FACTOR: 60, 3,869/60 = 64 Plan review approval is subject to errors and omissions. CONFERENCE ROOMS: 688 SQ.FT., LOAD FACTOR 15, 688/15 = 46 Approval OCCUPANCY 64 + 46 =110 PEOPLE Approval of construction documents does not authorize BUSINESS: OFFICE 4279 SQ. FT., LOAD FACTOR:100, 4279/100 = 43 the violation of any adopted code or ordinance. Receipt BREAK ROOM AREA: 179 SQ.FT. LOAD FACTOR: 15,179/15 = 12 of approved Field Cog and co ition Is acknowledged: B OCCUPANCY 43+12 = 55 PEOPLE STORAGE AREA - 536 S.F. , LOAD FACTOR 300, 326/300 = 2 PEOPLE By: 4l4 MEANS OF EGRESS: e-� 167 OCCUPANTS < 500 OCCUPANTS = 2 EXITS REQUIRED (SBC SECTION 1015.1.1) fete: to/ L a / (� 2 EXITS PROVIDED ✓ i 50' MAXIMUM DEAD END CORRIDOR LENGTH (SBC SECTION 1018.4, EXCEPTION 2) COMMON PATH OF EGRESS TRAVEL: (SBC TABLE 1014.3) (A) 75' WITH SPRINKLER SYSTEM EXIT ACCESS TRAVEL DISTANCE: (SBC TABLE 1016.2) (B) 250' MAX WITH SPRINKLER SYSTEM, 146' PROVIDED, 146'< 250' EXIT SEPARATION: MORE THAN 1/3 THE DIAGONAL DISTANCE WITH SPRINKLER SYSTEM (SBC SECTION 1015.2.1, EXCEPTION 2) DIAGONAL: 157'-7" X 1/3 = 52', DISTANCE BETWEEN EXITS 115'. REQUIREMENT MET. EGRESS SIZING: MEANS OF EGRESS WIDTH SHALL BE SIZED SO THAT THE LOSS OF ANY ONE MEANS OF EGRESS SHALL NOT REDUCE THE AVAILABLE CAPACITY TO LESS THAN 50% OF THE REQUIRED CAPACITY. ALL EGRESS SIZES TO MEET 1005.3.2 PER IBC TABLE 1020.2 CORRIDORS ARE REQUIRED TO BE 44 INCH MINIMUM WIDTH,PLUMBING REQUIREMENTS: UIREMENTS: Q 59 MALE OCCUPANTS, 59 FEMALE OCCUPANTS FIXTURES REQUIRED: -WC - 1 PER 100 M, 1 PER 100 F = 1 M, 1 F REQUIRED, 2 M + 2F PROVIDED, LAV - 1 PER 100 M, 1 PER 100 F ='1 M, 1 F REQUIRED, 1 M + 1F PROVIDED SERVICE SINK INCLUDED PER SBC 2902.5 ONE DRINKING FOUNTAIN SHALL BE PROVIDED FOR THE FIRST 150 OCCUPANTS, THEN ONE FOR EACH ADDITIONAL 500 OCCUPANTS. TWO WATER FOUNTAINS PROVIDED ENERGY: ALL SPACES TO BE CONDITIONED ARE EXISTING TO REMAIN, NO CONDITIONED SPACE TO BE ADDED City of Tukwila BUILDING DIVISION cct w fie LEGAL DESCRIPTION: THAT PORTION OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER AND OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 26; THENCE NORTH 88°05'06" WEST ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER, A DISTANCE OF 2678.68 FEET TO THE EAST LINE OF SAID NORTHEAST QUARTER OF THE SOUTHWEST QUARTER; THENCE SOUTH 01°13'01" WEST ALONG SAID EAST LINE 657.29 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "A"; THENCE CONTINUING SOUTH 01°13'01" WEST 24.50 FEET TO THE POINT OF BEGINNING; THENCE NORTH 88°00'00" WEST 66.05 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTH, HAVING A RADIUS OF 24.50 FEET, AND A CENTRAL ANGLE OF 05°21'39"; THENCE WESTERLY ALONG SAID CURVE AN ARC DISTANCE OF 2.29 FEET; THENCE THENCE SOUTH 86°38'21" WEST 79.96 FEET; THENCE SOUTH 86°24'22" WEST 108.03 FEET; THENCE NORTH 89°34'49" WEST 68.61 FEET; THENCE NORTH 88°00'00" WEST 100.99 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTH, HAVING A RADIUS OF 49.50 FEET, AND A CENTRAL ANGLE OF 10°00'00"; THENCE WESTERLY ALONG SAID CURVE AN ARC DISTANCE OF 8.64 FEET; THENCE SOUTH 82°00'00" WEST 170.24 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 34.50 FEET, AND A CENTRAL ANGLE OF 48°36'52"; THENCE SOUTHWESTERLY ALONG SAID CURVE AN ARC LENGTH OF 29.87 FEET TO THE EAST RIGHT-OF-WAY MARGIN OF SOUTHCENTER PARKWAY; THENCE SOUTH 01°09'11" WEST ALONG SAID EAST RIGHT-OF-WAY MARGIN 520.63 FEET TO THE BEGINNING OF A NON -TANGENT CURVE CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 35.00 FEET, A CENTRAL ANGLE OF 54°51'46", AND TO WHICH A RADIAL LINE BEARS SOUTH 56°56'42" WEST; THENCE SOUTHEASTERLY ALONG SAID CURVE AN ARC DISTANCE OF 33.51 FEET; THENCE SOUTH 87°5504" EAST 792.07 FEET; THENCE SOUTH 85°38'26" EAST 80.71 FEET TO THE NORTH RIGHT-OF-WAY MARGIN OF MINKLER BOULEVARD; THENCE SOUTH 87°54'26" EAST ALONG SAID NORTH RIGHT-OF-WAY MARGIN 391.20 FEET TO THE WEST LINE OF THE EAST 659.34 FEET OF SAID NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; REVIEWED FOR THENCE NORTH 01°48'05" EAST ALONG SAID WEST LINE 631.91 FEET; THENCE NORTH 88°00'00" WEST 38.90 FEET; CODE COMPLIANCEr THENCE SOUTH 02°00'00" WEST 31.30 FEET TO A POINT ON A NON TANGENT CURVE CONCAVE TO THE SOUTHWEST, ' VING A i' � , .g &EIS FEET, CENTRAL ANGLE OF 36°02'37", AND TO WHICH A RADIAL LINE BEARS NORTH 38°02'37" EAST; THENCE NORTHWESTERLY AND WESTERLY ALONG SAID CURVE AN ARC DISTANCE OF 22.33 FEET; THENCE NORTH 88°00'00" WEST 613.17 FEET TO THE POINT OF BEGINNING; TOGETHER WITH THAT PORTION OF SAID NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 26; COMMENCING AT AFOREMENTIONED POINT "A"; THENCE NORTH 88°00'00" WEST 412.77 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 82°00'00" WEST 180.59 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE NORTHEAST, NAVIN 67°54'42"; OCT 18 2011 Poi + 1 - City of Tukwila BUILDING DIVISIO 450-EEFAN THENCE NORTHWESTERLY ALONG SAID CURVE AN ARC LENGTH OF 40.90 FEET TO THE EAST RIGHT-OF-WAY MARGIN OF SOUTHCENTER PARKWAY; THENCE NORTH 01°09'11" EAST ALONG SAID EAST RIGHT-OF-WAY MARGIN 15.71 FEET; THENCE SOUTH 88°00'00" EAST 213.30 FEET TO THE POINT OF BEGINNING; f� z F- 1.1. ci p YRECEIVED CENTRAGE ANGLE of I L A OCT 092017 PERMIT CENTER SUBJECT TO AN EASEMENT FOR INGRESS, EGRESS (EAST ROAD, A PRIVATE ROAD WAY) ACROSS THAT PORTION OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: COMMENCING AT the NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 26; THENCE NORTH 88°05'06" WEST ALONG THE NORTH LINE OF SAID SOUTHEAST quarter, A DISTANCE OF 2678.68 FEET TO THE WEST LINE OF SAID NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE SOUTH 01°13'01" WEST ALONG SAID EAST UNE 657.29 FEET; THENCE SOUTH 88°00'00" EAST 634.40 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 88°00'00" EAST 38.90 FEET TO THE WEST LINE OF THE EAST 659.34 FEET OF SAID NORTHWEST QUARTER OF THE SOUTHEAST QUARTE Cj T R # THENCE SOUTH 01°48'05" WEST ALONG SAID WEST LINE 631.91 FEET TO THE NORTH RIGHT-OF-WAY MARGIN OF MINKLER BOULEVARD; THENCE NORTH 87°54'26" WEST ALONG SAID NORTH MARGIN 35.56 FEET TO THE BEGINNING OF A NON -TANGENT CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 34.50 FEET, A CENTRAL ANGLE OF 47°10'53", AND TO WHICH A RADIAL LINE BEARS SOUTH 40°59'40" EAST; THENCE NORTHERLY ALONG SAID CURVE AN ARC DISTANCE OF 28.41 FEET; THENCE NORTH 01°48'05" EAST PARALLEL WITH AND 24.50 FEET WESTERLY FROM SAID WEST LINE OF THE EAST 659.34 FEET OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER 546.64 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF 35.50 FEET, AND A CENTRAL ANGLE OF 53°45'28"; THENCE NORTHWESTERLY ALONG SAID CURVE 33.31 FEET; THENCE NORTH 02°00'00" EAST 31.30 FEET TO THE POINT OF BEGINNING; ■ SOUTHCENTER PARKWAY SAFETY PLAN SCALE: 3/32"=1'-0" 9'-0" EXISTING SHARED PARKING TO REMAIN, NO CHANGES 'FYP. 0 ti OKQ 02 0,, C CONF. 105 SQFT CONF. 123 SQFT FIRE EXTG. CONF. 171 SQFT RETAIL SPACE RETAIL SPACE- GROUP M 3869 SQ.FT. RETAIL OCCUPANT LOAD FACTOR: 60 = 64 PEOPLE 688 SQ.FT. CONFERENCE ROOMS LOAD FACTOR: 15 = 46 PEOPLE M OCCUPENT LOAD TOTAL: 64+46=110 CONF. 169 SQFT CONF. 121 SQFT REQUIRED EXIT SEPARATION 142'13=47' EXIT SEPARATION 1261> 0 -O- O DIAGONAL DISTANCE 142' COMMON PATH OF TRAVEL 26'100' FIRE EXTG. FIRE EXTG. OFFICE OFFICE SPACE - GROUP B 4279 SQ.FT. OFFICE OCCUPANT LOAD FACTOR: 100 = 43 187 SQ.FT. BREAK ROOM OCCUPANT LOAD FACTOR: 15 =12 OCCUPENT LOAD TOTAL: 55 BREAK ROOM 181 SF@15=12C MAX TRAVEL DISTANCE 146'\<250' OV1HEAD 2" WATER II (7_2).I MINKLER BLVD STORAGE STORAGE 536 SQ.FT. GROUP S OCCUPANT LOAD FACTOR: 300 OCCUPANT LOAD: 2 SYMBOL KEY: FIRE EXTINGUISHER EXIT PATH ILLUMINATED EXIT SIGN W/ EMERGENCY LIGHTING EMERGENCY LIGHTING - SEE SHEET E1.1 FOR EMERGENCY LIGHTING AND FIRE ALARM DEVICE INFORMATION - EMERGENCY POWER FOR ILLUMINATION SHALL BE PROVIDED IN ACCORDANCE WITH IBC 1008.3. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES. EMERGENCY LIGHTING SHALL PROVIDE INITIAL ILLUMINATION THAT IS NOT LESS THAN AN AVERAGE OF 1 FOOTCANDLE AND A MINIMUM AT ANY POINT OF 0.1 FOOTCANDLE MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. EXIT SEPARATION -DIAGONAL DISTANCE: 142' -1/3RD THE DIAGONAL BETWEEN EXITS FOR A BUILDING WITH SPRINKLERS -MINIMUM DISTANCE OF SEPARATION 47' -126' PROVIDED -COMMON PATH OF TRAVEL 26' <100' FOR BUILDING WITH SPRINKLERS FIRE SAFETY NOTES -REVISE/EXTEND THE BUILDING AUTOMATIC SPRINKLER AND FIRE ALARM SYSTEMS AS NECESSARY TO PROVIDE COMPLETE AND CONTINUOUS PROTECTION. FOR REVISIONS INVOLVING MORE THAN 6 DEVICES PER SYSTEM, SUBMIT SHOP DRAWINGS FOR FIRE DEPARTMENT APPROVAL PRIOR TO INSTALLATION. PROVIDE SPRINKLER PROTECTION THROUGHOUT THE PROJECT AREA. PROTECTION SHALL BE LIGHT HAZARD AND BE PROVIDED BY QUICK RESPONSE TYPE SPRINKLERS. PROVIDE AUDIBLE FIRE ALARM THROUGHOUT AND VISIBLE FIRE ALARM IN ALL PUBLIC AND COMMON USE AREAS. - PROVIDE A CLASS 2A FIRE EXTINGUISHER FOR EVERY 6,000 FT2 OF LIGHT HAZARD OCCUPANCY. VERIFY THAT ALL PORTIONS OF THE BUILDING ARE WITHIN 75 FEET TRAVEL TO A FIRE EXTINGUISHER. -NO STORAGE OR USE OF FLAMMABLE OR COMBUSTIBLE LIQUIDS, TORCH CUTTING OR WELDING OPERATIONS, ROOFING OPERATIONS OR USE OF FLAMMABLE GAS FOR TEMPORARY HEATING OR DRYING SHALL BE CONDUCTED ON ANY CONSTRUCTION SITE WITHOUT FIRST HAVING OBTAINED A SPECIFIC PERMIT FROM THE TUKWILA FIRE DEPARTMENT FOR THESE HAZARDOUS ACTIVITIES. THIS INCLUDES DEMOLITION WORK. -IN AREAS STAYING IN OPERATION DURING CONSTRUCTION THE EGRESS, FIRE PROTECTION SYSTEMS, AND EMERGENCY ACCESS SHALL MEET THE REQUIREMENTS OF FIRE CODE . CONTRACTOR MATERIALS AND ACTIVITIES SHALL NOT BLOCK ANY EXIT, RESTRICT EMERGENCY ACCESS, OR IMPAIR FIRE SEPARATION IN ANY BUILDING WHILE THE BUILDING IS OCCUPIED. THIS INCLUDES DEMOLITION WORK AND ALSO APPLIES TO NEIGHBORING SPACES, AREAS, FLOORS, AND BUILDINGS. EMERGENCY ILLUMINATION FOR BUILDINGS AND DURATION OF ILLUMINATION (1008.3.2--1008.3.5) In the event of power supply failure in Rooms and spaces, an emergency electrical system shall automatically illuminate all of the following areas: 1. Electrical equipment rooms, 2. Fire command centers, 3. Fire pump rooms, 4. Generator rooms, 5. Public restrooms with an area greater than 300 square feet. The emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or an on-site generator. Illumination level under emergency power, the lighting facilities shall be arranged to provide initial illumination that is not less than an average of 1 footcandle and a minimum at any point of 0.1 footcandle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 footcandle average and a minimum at any point of 0.06 footcandle at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. 2015 IBC SECTION 1008 MEANS OF EGRESS ILLUMINATION REQUIRED The means of egress serving a room or space shall be illuminated at all times that the room or space is occupied; illumination level shall be not less than 1 footcandle at the walking surface. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure in rooms and spaces that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Aisles, 2. Corridors, 3. Exit access stairways and ramps. In the event of power supply failure in buildings that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Interior exit access stairways and ramps. 2. Interior and exterior exit stairways & ramps, 3. Exit passageways, 4. Vestibules at level of discharge, 5. Exterior landings and areas used for exit discharge. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 18 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 222017 PERMIT CENTER 6294 REGISTERED ARCHITECT KEITH L. SMITH STATE OF WASHINGTON srotth e• 1725 westlake avenue n. suite 210 seattle, washington 98109 206.838.5485 p ksmith@smithco.org ai ca 122 E M C M v) 0 co rn S to N I w cc V 0 w O cc SOUTHCENTER SQUARE DEVELOPMENT DRAWINGS 0 rn w w re U LO w >- >- CU OQ << W m Z Z Y W O S U P uj A O U M z 06 a. J W I-- E— U) W LL. DEMO DOOR EXISTING STOREFRONT TO REMAIN, PROTECT DURING CONSTRUCTION 78'-4 3/4" VERIFY DEMO WALL DISPLAY AND ASSOCIATED ELECTR CAL DEMO INTERIOR WALLS AND ELECTRICAL EXISTING COLUMN AND COVER TO REMAIN, PROTECT FOR REUSE (KN -05) DEMISING. WALL PROTECT FOR REUSE -REMOVE SUSPENDED CEILING AND LIGHTING -THE HVAC, SPRINKLERS, FIRE STROBES AND EMERGENCY LIGHTING AND TRAFFIC COUNTER TO BE REUSED PROTECT FROM DAMAGE -SAVE AND PROTECT CEILING TILE FOR REUSE IN OFFICES AREA. REMOVE AND PROTECT DUAL HEIGHT WATER FOUNTAIN FOR REUSE IN NEW POSITION PLUMBING CONNECTION, RELOCATE AS NEEDED EXISTING COLUMN AND COVER TO REMAIN, PROTECT FOR REUSE (KN -05) EXISTING BATHROOMS TO REMAIN DEMO WALLS AND PROTECT CEILING ABOVE 19'-8 7/8" 4'-10" A DEMISING WALL PROTECT FOR REUSE EXISTING WALLS TO REMAIN, PROTECT FOR REUSE DEMO PLAN SCALE: 1/8"=1'-0" REMOVE DISPLAY PUCKS PATCH AND PREPARE FOR PAINT AFTER DEMOLITION AND BEFORE ANY CONSTRUCTION VERIFY ALL SITE DIMENSIONS AND REPORT DISCREPANCIES TO DESIGNER. FORMER BEST BUY TENANT SPACE DEMO WALL FOR 36" DOOR KEY NOTES: (KN -01) REMOVE EXISTING LIGHT FIXTURES, NEW TO BE PLACED IN SAME LOCATION (KN -02) REMOVE ALL FLOORING AND PREP FOR NEW FLOOR (KN -03) EXISTING PLUMBING FIXTURES TO REMAIN (KN -04) EXISTING EXTERIOR DOORS TO REMAIN (KN -05) ALL EXISTING STRUCTURAL COLUMNS TO REMAIN, PROTECT FINISH (KN -06) REMOVE EXISTING WALL COVERING, PREPARE FOR NEW, SAVE GRAB BARS FOR REUSE (KN -07) REMOVE EXISTING PLUMBING FIXTURES (KN -08) REMOVE ALL EXISTING LIGHTING & CEILING GRID DEMO NOTES: AFTER DEMOLITION AND BEFORE ANY CONSTRUCTION VERIFY ALL SITE DIMENSIONS AND REPORT DISCREPANCIES TO DESIGNER. LAYOUT ENTIRE STORE AND REPORT TO DESIGNER OF ANY INCONSISTENCIES BEFORE START OF CONSTRUCTION REPORT TO DESIGNER AND OWNER ANY STRUCTURAL DEFECTS OR WEAKNESSES IN THE BUILDING ENVELOPE BEFORE PROCEEDING WITH THE WORK. COORDINATE WITH HVAC CONTRACTOR FOR ANY DUCTWORK AND CONTROLS REMOVAL. ALL EXIT AND EMERGENCY LIGHTING TO BE REUSED.REMOVE, PROTECT, CLEAN AND REINSTALL COORDINATE OUTLET AND SWITCH DEMO WITH NEW PLAN, REVIEW WITH DESIGNER ANY NECESSARY ALTERATIONS OR I -'U Ibi- bAVIN. WALL KEY: DEMO EXISTING WALLS TO REMAIN REVIEWED FOR CODE COMPLIANCE APPROVED OCT 182017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 222017 PERMIT CENTER 6294 REGISTERED ARCHITECT KEITH L. SMITH STATE OF WASHINGTON '7/ eatth co 0 1725 westlake avenue n. suite 210 seattle, washington 98109 206.838.5485 p ksmith@smithco.org 0 US 03 0) >< CO p co 720 M g C M u C/) w v ) SWI LL 0 LL w W F- z o0 w o Z U 0) WI Q _�� = O J F- It mss' (f) t- C) PROJECT ISSUE DATE: w V COLLI m I.umW Z Z (%)QW W IY aco U N M DEMO PLAN 0 REPLACE EXISTING DOOR WITH MATCHING STOREFRONT 10'-4 3/4" CONF 124> 13'-9 1/4" CONF. <101> 12'-8 1/4" (KN -01) 119° RETAIL <100> 13'-1 1/2" CONF. <102> KN -01) 36'-0 3/4" 25'-5 1/2" 25'-5 1/2" 10'-8 3/4" PROVIDE FIRE BLOCKING GWB CEILING, BELOW 10' AFF THAT MEETS SECTION 7172.1 OF THE IBC 16'-2 1/2" WOv PICTOGRAM FIELD Pictograms and their field shall have a non -glare finish. Pictograms shall contrast with their field with either a light pictogram on a dark field or a dark pictogram on a light field. Pictograms shall have text descriptors located directly below the pictogram field. Text descriptors shall comply with 703.2, 703.3 and 703.4. 2009 ADA STANDARDS Braille dots shall have a domed or rounded shape and shall comply with Table 703.3.1. The indication of an uppercase letter or letters shall only be used before the first word of sentences, proper nouns and names, individual letters of the alphabet, initials, and acronyms. 2009 ADA STANDARDS C2_ ADA COMPLIENT SIGNAGE As NTS ALL DIMENSIONS ARE TO FACE OF FINISHED WALL INSUR. OFFICE -C CONF. <104> 9'-11 3/4" 17'-5 1/2" 49'-10 3/4" 20'4 3/4" 17'-2 1/2" 1'-11 1/4" 7'-8 1/2" 1 CM /7//////////////4 2'-11 1/2" ANCHOR TO UNDERSIDE OF DECK DEFLECTION CHANNEL 1/2" GAP BETWEEN GWB AND CEILNG COMPENSATION CHANNEL BOTTOM OF PLYWOOD] DECK PROVIDE 3-5/8" 20 GA STUD x 6' TO RECEIVE LATERAL BRACING BRACE TO DECK ABOVE WHEN NOT TO TRUSS OR OVER 15' AFF STD TRACK W/ (2) #10 SCREWS TO STUD. ATTACHED TO CONC W/ HILTI XU PINS, .15r DIA @ 16" O.C. 3/4" EMBED OR EQUIV PAF. TYP. 6" CO <107> TOILET TOILET 7'-0 1/2" 11'-10 5/8" CONF <108> TOILET TOILET <114> 6'-7 1/2" 6'-9'� 34'-0 1/4" 7'-2 1/4" (KN -02 Ay - 5'-0" 3'-0" HALL 11I HALL <120> OFFICE -A <106> POWER CHASE STORAGE SERVER <118> WATER I LJ DISPLAY <119> 13' -6 3/4" 22'-5 3/4" SCALE: 1/8"=1'-0" HARDWARE SETS TYPE DESCRIPTION MANF. DETAIL MODEL COMMENTS HW -1 EXTERIOR, KEYED TYPE MATERIAL HARWARE EXISTING TO REMAIN, REPAIR / REPLACE IF NEEDED HW -2 INTERIOR, PASSAGE SARGENT US26D, B LEVER, L ROSE 10U15 NOT KEYED HW -3 INTERIOR, KEYED SARGENT US26D, B LEVER, L ROSE 10G38 KEYED ONE SIDE HW -4 PRIVACY LEVER SARGENT US26D, B LEVER, L ROSE 10U65 PUSH BUTTON LATCH ONE SIDE HW -5 PANIC BAR SARGENT 3828-F Rim Exit Device -36" 0 0 HW -6 PUSH-PULL SARGENT 1331 CLOSURE 1 1/2" Sprayed Aluminum Enamel (BHMA 689 ALUMINUM/GLASS SLIDER W/ INTEGRAL HANDLE HAGER 4L10 -PULL 0 Satin Anodized Aluminum PRINT 3'-O" HAGER A40R41610 - PUSH PLATE INTERIOR Satin Anodized Aluminum —1 20 GA. RUNNER TRACK, BRACE AT 24" ABOVE T -GRID CEILING `MTL. 20 GA. RUNNER TRACK, WHEN ANCHORED TO BOTTOM OF TRUSS THE WALL STOPS AT THE TRUSS WHERE WALL IS ADJACENT AN A.C.T. CEILING, TERMINATE GWB AT 6" ABOVE CEILING LINE 3 t METAL STUD 25 GA., 24" O.C. /8" GWB, (EACH SIDE) ' METAL TRACK, BASE PER SCHEDULE 4 7/8" <>3-1/2" MTL STUD & GWB WALL WALL TYPES SCALE: NTS 911 tl 9" 18" CLEAR FLOOR SPACE 18" DEEP IN FRONT OF ALL TACTILE SIGNS ANCHOR TO UNDERSIDE OF DECK ANCHOR TO UNDERSIDE OF PLYWOOD DECK PROVIDE 3-5/8' 20 GA STUD x 6' TO RECEIVE LATERAL BRACING BRACING TO STRUCTURE DIAGONAL @ 4'-0° 0.0. TO PLY DECK ABOVE DEFLECTION CHANNEL GAP BETWEEN GWB AND CEILNG ATTACHED TO DECK W/ 8 X 1.25' TEK SCREWS @ 16" O.C, BRACE AT 24° ABOVE T -GRID CEILING MTh. 20 GA. RUNNER TRACK, STD TRACK W/ (2) #10 SCREWS TO STUD. ATTACHED TO CONC W/ HILTI XU PINS, .15T DIA @ 16" O.C. 3/4" EMBED OR EQUIV PAF. TYP. 5 1/4" WHERE WALL IS ADJACENT AN A.C.T. CEILING, TERMINATE GWB AT 6" ABOVE CEILING UNE 1/2" PLY TO DECK ABOVE 5/8° GWB, EACH SIDE) 3.5" METAL STUD, 25 GA., STRAIGHT WALL 24" O.C. CURVED WALL 16" O.C. MAX HEIGHT 21' 3 1/2" METAL TRACK BASE PER SCHEDULE 0,3 MTL STUD & PLY + GWB WALL STD TRACK W/ (2) #10 SCREWS TO STUD. ATTACHED TO CONC W/ HILTI XU PINS, .15T DIA @ 16° O.C. 3/4" EMBED OR EQUIV PAF, TYP. DEFLECTION CHANNEL ' GAP BETWEEN GWB AND CEILNG ATTACHED TO DECK W/ 8 X 1.25" TEK SCREWS @16"O.C. 1/2" PLY TO UNDERSIDE OF DECK ABOVE ON RETAIL SIDE 5/8' GWB, EACH SIDE) " METAL STUD, 20 GA., STRAIGHT WALL 24" O.C. CURVED WALL 16" O.C. MAX HEIGHT 21' f—BASE PER SCHEDULE W36" MTL STUD & PLY + GWB WALL KEY NOTES: (KN -01) GLASS STOREFRONT SYSTEM, OWNER PROVIDES / VENDER INSTALL\S, GC TO COORDINATE OPENING W/ VENDER (KN -02' 5LB ABC EXTINGUISHERS WITH A 3A:10BC RATING , IN A CABINET, HALF BURIED IN WALL, TOP AT 52" AFF, G.C. SUPPLIED ALUMINUM STOREFRONT, SEND SHOP DRAWINGS (KN -03) AND ENGINEERING TO MEET ASCE 7-10, CHAP. 13 TO DESIGNER FOR APPROVAL DOOR NOTES: - ALL NEW DOORS ARE 3'-0" X 7'-0" SOLID CORE, MAPLE FACED, PAINT GRADE, UNLESS OTHERWISE NOTED - ALL DOORS IN FIRE RATED WALLS ARE 1 HOUR FIRE DOORS - ALL LOCKS TO BE SARGENT SERIES 10, OFFICE OR PASSAGE LEVER, SEE SCHEDULE- TRIM DOORS PER JAMB DETAIL (4) GWB NOTE: HIGH STRENGTH CORNERS: PITTCON — SOFTFORMS LLC, HIGH STRENGTH CORNER, SO -HSN -90. OR EQUAL APPROVED BY DESIGNER. TO BE INSTALLED AT ALL GYPSUM WALL OUTSIDE CORNERS, FROM FLOOR TO CEILING. ALL GWB IS A LEVEL 4 FINISH EXCEPT AS NOTED WALL KEY / / / WALL HEAD GLASS WALL SYSTEM DEMO WALL EXISTING WALL NEW WALL - W1 NEW WALL - W2 ////////////, NEW WALL - W3 OWB PER WALL TYPE STUD PER WALL TYPE 1x3 PAINT GRADE STOCK DOOR PER SCHED. 1' Illi liOrrworavarmoolmanunioastrsNits 2x BLOCKING 4 DOOR JAMB SCALE: NTS FALSE MULLION MATCH STOREFRONT MATERIAL MOUNTING TAPE PAINT GRADE JAMB AND DOOR STOP EXISTING MULLION 5/8" RETURN METAL STUD ANODIZED CAP TO MATCH COLOR SPEC W/ DESIGNER 1/2" PLY 5/8" GWB C5DFALSE MULLION DETAIL SCALE: NTS 6294 REGISTERED ARCHITECT KEITH L. SMITH STATE OF WASHINGTON REGI 'K IT L. SMIT STATE OF WASHINGTON 1725 westlake avenue n. suite 210 Beattie, washIngton 98109 208.838.5485 p ksmith@smithco.org REVIEWED FOR CODE COMPLIANCE APPROVED OCT 18 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 09 2017 PERMIT CENTER DOOR SCHEDULE NO# ROOM WIDTH HEIGHT THICKNESS TYPE MATERIAL HARWARE COMMENTS PROVIDE INSTALL D-100 ENTRY 6'-0" 7' 1 1/2" EXTERIOR STOREFRONT REUSE EXISTING HW -1 NA NA D-102 CONF. 3'-O" 9' 1 1/2" INTERIOR ALUMINUM/GLASS SLIDER W/ INTEGRAL HANDLE SPACEPLUS SYSTEM, VENDER INSTALLS, GC COORDINATES OPENING 0 0 D-103 CONF. 3'-O" 9' 1 1/2" INTERIOR ALUMINUM/GLASS SLIDER W/ INTEGRAL HANDLE SPACEPLUS SYSTEM, VENDER INSTALLS, GC COORDINATES OPENING O 0 D-105 PRINT 3'-O" 7' 1 1/2" INTERIOR WOOD/GLASS SEE ELEV. HW -2, CLOSER W/ HOLD OPEN PAINT TO MATCH ADJACENT WALL COLOR GC GC D -106A OFFICE 3'-0" 7' 1 1/2" INTERIOR WOOD HW -2, WITH CLOSER PAINT TO MATCH ADJACENT WALL COLOR GC GC D-1068 OFFICE 3'-0" 7' '1 1/2" INTERIOR WOOD HW -2, WITH CLOSER PAINT TO MATCH ADJACENT WALL COLOR GC GC D-107 CONF 3'-0" 7' 1 1/2" INTERIOR WOOD/GLASS SEE ELEV. HW -2 PAINT TO MATCH ADJACENT WALL COLOR GC GC D-108 CONF 3'-0" 7' 1 1/2" INTERIOR WOOD/GLASS SEE ELEV. HW -2 PAINT TO MATCH ADJACENT WALL COLOR GC GC D-109 BREAK 3'-0" 7' 1 1/2" INTERIOR WOOD/GLASS SEE ELEV. HW -6 PAINT TO MATCH ADJACENT WALL COLOR GC GC D-110 HALL 3'-0" 7' EXISTING HW -2 W/ CLOSER PAINT TO MATCH ADJACENT WALL NA GC D-111 STOR. (2) 3'-O" 7' 1 1/2" INTERIOR SOLID, MAPLE FACE HW -3 PAINT TO MATCH ADJACENT WALL COLOR GC GC D-112 TOILET 3'-0" 7' 1 1/2" EXISTING REUSE EXISTING HW -4 REPAIR LIKE NEW, PAINT TO MATCH ADJACENT WALL NA GC D-113 TOILET 3'-O" 7' 1 1/2" INTERIOR SOLID, MAPLE FACE HW -4 PAINT TO MATCH ADJACENT WALL COLOR GC GC D-114 TOILET 3'-0" 7' 1 1/2" EXISTING HW -4 PAINT TO MATCH ADJACENT WALL COLOR NA GC D-115 TOILET 3'-0" 7' 1 1/2" EXISTING HW -4 PAINT TO MATCH ADJACENT WALL COLOR NA GC D-117 JNTR 3'-0"+ 2'-O" 7' 1 1/2" INTERIOR SOLID, MAPLE FACE HW -2 PAINT TO MATCH ADJACENT WALL COLOR GC GC D-118 SERVER 3'-0" 7' 1 1/2" INTERIOR SOLID, MAPLE FACE HW -3 PAINT TO MATCH ADJACENT WALL COLOR NA GC D-119 DISPLAY 3'-O" 7' 1 1/2" EXISTING EXISTING TO REMAIN PAINT TO MATCH ADJACENT WALL COLOR GC GC D-120 HALL 3'-0" 7' EXTERIOR EXISTING TO REMAIN CONFIRM HARDWARE WORKS LIKE NEW, IF NOT REPLACE NA GC D-121 HALL 3'-0" 7' 1 1/2" INTERIOR WOOD/GLASS SEE ELEV. HW -2 PAINT TO MATCH ADJACENT WALL COLOR GC GC D-122 OFFICE -N 3'-0" 7' 1 1/2" INTERIOR WOOD/GLASS SEE ELEV. HW -2 PAINT TO MATCH ADJACENT WALL COLOR GC GC D-123 INSUR. 3'-0" 7' 1 1/2" INTERIOR WOOD/GLASS SEE ELEV. HW -2 PAINT TO MATCH ADJACENT WALL COLOR GC GC 6294 REGISTERED ARCHITECT KEITH L. SMITH STATE OF WASHINGTON REGI 'K IT L. SMIT STATE OF WASHINGTON 1725 westlake avenue n. suite 210 Beattie, washIngton 98109 208.838.5485 p ksmith@smithco.org REVIEWED FOR CODE COMPLIANCE APPROVED OCT 18 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 09 2017 PERMIT CENTER ABOVE DOOR yi� CEILING OPEN TO DECK ABOVE PAINT P3 (KN -01) (KN -01) FINISH PLAN SCALE: 1 /8"=1'-0" PAINT NOTE: DO NPT PAINT THE WALLS THAT HAVE WALLPAPER GRAPHICS PRIMER ONLY WITH ACRYLIC BASED PRIMER. FINISHNOTE . GC TO PROVIDE MATERIAL SAMPLES OF ALL SUPPLIED FINISHES. GRAPHICS NOTES: - FINAL PLACEMENT, SIZE AND TYPE OF GRAPHICS TO BE DETERMINED BY DESIGNERS GRAPHIC PACKAGE. -INSTALL WALL BASE AFTER INSTALLATION OF ALL WALLPAPER GRAPHICS - PRIME & PAINT WALL SURFACE BEHIND ALL GRAPHICS - OWNERS VENDER INSTALLS GRAPHICS, GC TO COORDINATE GRAPHIC TAG KEY NOTES: (KN -01) MAGNETIC GRAPHIC BY OWNER, CASEWORK VENDERS APPLIES FRAME AND GC PAINTS OWNER SUPPLIED MAGNETIC BACKER PAINT 3 COATS. (KN -02) REUSE EXISTING CEILING TILES. REMOVE DURING DEMO, PROTECT FROM DAMAGE, USE ONLY TILES IN EXCELLENT CONDITION IN OFFICE AREA FINISH SCHEDULE TAG DESCRIPTION MFG. COLOR - STYLE - FINISH COMMENTS PROVIDE INSTALL PAINT CONF RM 101 GO1A VINYL WINDOW TEXT P1 PAINT - WHITE BENJAMIN MOORE WHITE HERON OC -57 - SATIN WALLS, FLAT CEILING, SEMI GLOSS TRIM 1 COAT PRIMER, 2 COATS FINISH GC GC P2 PAINT - AAA RED SHERWIN WILLIAMS 20-14-415, 4830 BASE SATIN 1 COAT PRIMER, 2 COATS FINISH GC GC P3 PAINT - LIGHT BLUE SHERWIN WILLIAMS BREAKTIME SW 6463 SATIN WALLS, FLAT CEILING, SEMI GLOSS TRIM 1 COAT PRIMER, 2 COATS FINISH GC GC P4 PAINT - ACCENT TBD LATEX, PER DESIGNER TBD LOCATIONS TBD GC GC FLOORING CONF RM 104 G - 05A VINYL WINDOW TEXT Fl CARPET STOREFLOORS 10338 OWN IT - 00100 BRAINSTORM - BY PATCRAFT BROADLOOM, TAKE PRE-EXISTING MOISTURE LEVELS INTO ACCOUNT WHEN CHOOSING UNDERLAMENT 0 GC F2 NOT USED 101 G - 08 AUTO WALL F3 EXISTING G - 09 CLEAN AND SEAL GC GC F4 WALK OFF MAT ULINE WATERHOG, 4'X6' , H-4515, BROWN TOP LAID AT TURNOVER GC GC F5 TILE STOREFLOORS ATLAS CONCORDE - LEGEND - HONEY PLANK, OFFSET 1/3, Quartzlock2 #272 Dark Mocha grout. o GC F6 TILE - WALL STOREFLOORS LARGE SUBWAY TILE, GLOSS WHITE 0 GC F6A TILE WALL ACCENT SEATTLE TILE 2X8 , MLIGHT, GLOSSY - 04CA28GRP1 G - 12 MEDIA CORE VINYL TEXT F7 CIRCULAR RUG STOREFLOORS RED CAPET AND PAD (1) 10' DIAMITER, (1) 12'6" DIAMITER, WITH EDGE BINDING OF SAME COLOR o o F8 VCT ARMSTRONG Standard Excelon Imperial Texture COLORS TBD GC GC BASE 101- ABOVE EXTERIOR DOOR G-15 VINYL WALL TEXT B1 1/2" X 4" WOOD/MDF G-16 PAINTED TO MATCH WALL COLOR - P1 OVER TILE, EXCEPT TOILETROOMS WHICH IS TILE, COVE & SCHLUTER GC GC B2 VINYL BASE ROPPE #193 BROWN/BLACK OVER CARPET AND VCT TRANSITION T1 CARPET TO VCT ALL TRANSITION MATERIALS PROVIDED BY GC GC GC T2 CARPET TO TILE ALL TRANSITION MATERIALS PROVIDED BY GC GC GC COUNTER TOPS & FIXTURES PL -1 LAMINATE WILSONART 405 DESIGNER WHITE MATTE CASEWORK 0 0 PL -2 LAMINATE NEVAMAR S1027T LIBERTY RED MATTE ‘ CASEWORK 0 0 PL -3 LAMINATE WILSONART 7951K Asian Sun WALL MERCHANDISER 0 0 PL -4 LAMINATE WILSONART HIGH LINE AEON 7970K-18 KITCHEN AND COFFEE PREP CABINET FACE 0 0 PL -5 NOT USED PL -6 LAMINATE WILSONART OILED SOAPSTONE 4882-38 KITCHEN AND COFFEE PREP COUNTER TOP 0 0 PL -7 LAMINATE WILSONART SABLE SOAPSTONE 4883-38 TOILET ROOM COUNTERS 0 0 K-1 BAMBOO KIREI ZEBRA' - 1/2" THICK, HORIZONTAL GRAIN VARIOUS 0 O ACT CEILING TILE USG -4411 2' X 4' X 5/8" OLYMPIA MICRO CLIMAPLUS CEILINGS CLASS A, 'SECOND LOOK' IN RETAIL CONFERENCE ROOMS GRID SYSTEM USG DONN BRAND CENTRICITEE DXT 9/16" SUSPENSION SYSTEM CLASS A, FLAT WHITE 050, GRAPHICS SCHEDULE GRAPHICS NOTE: ALL GRAPHICS ARE OWNER SUPPLIED & OWNER INSTALLED. G.C. MUST REVIEW GRAPHICS LOCATIONS TO ELIMINATE ANY POTENTIAL CONFLICTS W/BUILDING EQUIPTMENT SUCH AS STROBES, THERMOSTATES... ETC. TAG DESCRIPTION SIZE LOCATION(S) DETAIL ELEVATION G01 WALLPAPER - HAWAII CONF RM 101 GO1A VINYL WINDOW TEXT CONF RM 101 G - 02 WALLPAPER - EUROPE CONF RM 102 G - 02A VINYL WINDOW TEXT CONF RM 102 G - 03 COFFEE GRAPHICS 101 G - 04 WALLPAPER - SOUTH AMERICA CONF RM 103 G - 04A VINYL WINDOW TEXT CONF RM 103 G - 05 WALLPAPER - ASIA CONF RM 104 G - 05A VINYL WINDOW TEXT CONF RM 104 G - 06 VINYL WALL TEXT 101- ABOVE DESK G - 07 BILLBOARD 101 G - 08 AUTO WALL 101 G - 09 BILLBOARD 101 G - 10 VINYL WALL TEXT 101- ABOVE DESK G - 11A INSURANCE WALLPAPER 123 G -11B INSURANCE WALLPAPER 123 G -11C VINYL WINDOW TEXT 123 G -11D VINYL WINDOW TEXT 123 G - 12 MEDIA CORE VINYL TEXT 101 G - 13A WALLPAPER - ASIA 124 G - 13B VINYL WINDOW TEXT 124 G -14 VINYL WINDOW TEXT 101- ABOVE EXTERIOR DOOR G-15 VINYL WALL TEXT 121 G-16 EXTERIOR GRAPHICS SOUTH SIDE G-17 MERCH GRAPHICS LOOSE REVIEWED FOR CODE COMPLIANCE APPROVED OCT 18 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 2 2 2017 PERMIT CENTER OaS 6294 REGISTERED ARCHITF-CT KEITH L. SMITH STATE OF WASHINGTON '7/ 'Kith cs. 1725 westlake avenue n. suite 210 seattle, washington 98109 206.838.5485 p ksmith@smithco.org 1- 44( - v 1- 0 Lu 0 a- SOUTHCENTER SQUARE a) N M z c z -n x -n o, ®6 o n FIXTURE PLAN SCALE:118"=1'-0" FIXTURE SCHEDULE TAG TAG DESCRIPTION QTY NOTES BLOCKING REQ PROVIDE INSTALL FX -1 MEDIA WALL 1 SEE DETAIL (1) A8.0, GC FRAMES, COVERS, FINISH'S, CASEWORK INSTALLED BY OWNER X GC/O GC FX -2 DISPLAY - 1 TBD SEE DETAIL (4) A8.0 GC O GC FX -3 DISPLAY - 2 TBD SEE DETAIL (9) A8.0 0 0 GC FX -4 FLOOR DESK 2 SEE DETAIL (2) A8.0 GC 0 GC FX -5 COFFEE STATION I SEE DETAIL (3) A8:1, W/ OMNIA -9153- 25 BRUSHED SS PULLS X 0 GC FX -6 AUTO COUNTER 1 SEE DETAIL (1) A8.1, GC O GC FX -7 AUTO BACK COUNTER 1 SEE DETAIL (2) A8.1 X 0 GC FX -8 OVAL DISPLAY TABLE 1 SEE DETAIL (7) A8.0, FALCON 800 SERIES GC 0 GC FX -9 BILLBOARD AND BROCHURE RACK TBD SEE DETAIL (4) A8.2 X 0 GC FX -10 WALL DESK 4 SEE DETAIL (5) A8.0, X 0 GC FX -11 2 -WAY GARMENT RACK 3 SEE DETAIL (4) A8.1, FALCON 800 SERIES GC 0 GC FX -12 SAFE 1 0 GC FX -13 WALL SHELVES 6 SEE DETAIL (8) A8.0, SIZE VARIES X 0 GC FX -14 DESK - ROUND 1 SEE DETAIL (4) A8.1 0 GC FX -15 DISPLAY - 3 SEE DETAIL (10) A8.0 0 GC FX -16 DESK - TALL SEE DETAIL (3) A8.0 X 0 GC FX -17 DESK - INSURANCE SEE DETAIL (6) A8.0 X 0 GC FX -18 BREAK ROOM CABINETS PL -6 TOP, PL -4, DOORS AND FACES X 0 GC FX -19 PRINT ROOM CAB PL -6 TOP, PL -4, DOORS AND FACES X 0 GC FX -20 PRINT ROOM SHELVES PL -4 X 0 GC FX -21 JANITOR CLOSET SHELVES (1) SET 1' X 2'-9" SHELVES, (1) SET 1' X 2'-9" SHELVES, (5) SHELVES EACH, STANTIONS FLOOR TO 6' AFF, PL -4 ON ALL SIDES X 0 GC FX -22 STORAGE ROOM SHELVING FREESTANDING, 5 SHELF, 6' TALL, OUTSIDE WALL SHELVES 36" DEEP, CENTER SECTION (2) 24" DEEP SHELVES BACK TO BACK. X 0 GC FX -23 WALL MIRROR 1 20" W X 48" H, MOUNT TOP AT 6'-4" AFF KEY NOTES: (KN -01 ROLLING FIXTURE, QUANTITY AND PLACEMENT SHOWN, NOT TYPE (KN -02) OWNER SUPPLIED AND INSTALLED FURNITURE AND EQUIPMENT, GC TO COORDINATE DELIVERY AND INSTALLATION (KN -03) EXISTING FIXTURES TO REMAIN (KN -04) TRENCH FOR POWER & DATA (KN -05) REFRIGERATORS SUPPLIED BY OWNER BLOCKING NOTE: GC TO PROVIDE BLOCKING FOR ALL WALL MOUNTED FIXTURES, EQUIPMENT AND GRAPHICS PLUMBING FIXTURE SCHEDULE TAG DESCRIPTION MANUFACTURER MODEL# NOTES PROVIDE INSTALL PF1 SOAP DISPENCER OWNERS SUPPLIER TO PROVIDE AND INSTALL, GC TO PROVIDE BLOCKING 0 GC PF2 WALL HUNG SINK, WHT. AMERICAN STANDARD Declyn, 0321.026, WHITE W/ MOEN FAUCET 6810 GC GC PF3 SURFACE MOUNTED TOWEL DISP. OWNERS SUPPLIER TO PROVIDE AND INSTALL, GC TO PROVIDE BLOCKING 0 GC PF4 DUAL DRINKING FOUNTAIN ELKAY REUSED RELOCATED FROM WITHIN PROJECT, @ ADA REQUIRED HEIGHTS GC GC PF5 MIRROR, 18" x 36" BOBRICK B-165 1836 CENTER BEHIND SINK, BOTTOM AT 39" AFF MAX GC GC PF6 KITCHEN SINK, FAUCET MOEN SINK -2000 SERIES-G202174B, CHATEAU HIGH ARC FAUCET -4903 2 BOWL SS, DROP-IN, 5" DEEP, W/ PADDLE HANDLE FAUCET, Badger Insinkerator 15ss Garbage disposal GC GC PF7 NOT USED PF8 TOILET PAPER HOLDER OWNERS SUPPLIER TO PROVIDE AND INSTALL, GC TO PROVIDE BLOCKING GC GC PF9 TOILET AMERICAN STANDARD CHAMPION 2002.014.020 Elongated Two -Piece Toilet with EverClean Surface GC GC PF10 MOP SINK ZURN Z1996-24 W/ MOEN M -DURA -8230, MOUNTED @ 24" AFF GC GC PF11 DISHWASHER GE GLDT696DSS UNDER COUNTER DISHWASHER FOR 24" COUNTERTOPS GC GC REVIEWED FOR CODE COMPLIANCE APPROVED OCT 18 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 222017 PERMIT CENTER �-656 6294 REGISTERED ARCHITECT KEITH L. SMITH STATE OF WASHINGTON 47/zz/z smith, Co e 1725 westlake avenue n. suite 210 seattle, washington 98109 206.838.5485 p ksmith@smithco.org ui N N M 0 rn M42 m co co I- W V SOUTHCENTER SQUARE U H 00 00 075 J_ T." N W Z X EL LL 0 tzt= L1 CEILING @10' AFF 6'-6" AFF, SPEAKER UNDER CANOPY TRACK MIOUNTEDIITO WALL @12' AFF @11' AFF • @11' AFF 10,.0" SOFFIT @ 12'-6" 0 SOFFIT @ 12'-6" 2 CEILING A5.0 MAP L1 L2 CEILING @10' AFF @12'-6" AFF @11' AFF CEILING OPEN TO DECK ABOVE @11' AFF L10 @ 6'-6" AFF @11' AFF A \Va A e a V a • V A va A a 4 va c' I 15'-1 1/4" 5'-1 1/4" O 5'-1 1/4" © - - - �-- L6 K )' y L10 L2 9' AFF SOFIT 3' ABOVE WORK SURFACE. - CEILING @10' AFF i] NEW CEILING @ 8'- 6" NEW CEILING FAN EXISTING FANS TO REMAIN CEILING @10' AFF L1 CHASE OPEN TO DECK ABOVE REFLECTED CEILING PLAN SCALE:1 /8"=1'-0" 1"+ WHITE SOUND INSULATIO DESIGNER WILL SUPP SHAPE FILE .y. METAL FRAME HUNG FROM STRUCTURE ABOVE ATTACHMENTS MUST BE DESIGNED IN ACCORDENCE WITH ASCE 7-10 CHAPTER 13. THIS IS A DEFERRED SUBMITTAL CEILING MAP @13' AFF r LIGHT FIXTURES TAG DESCRIPTION MANUFACTURER MODEL NO. DIMING LAMP WATTS COMMENTS PROVIDE INSTALL L1 2X4 GRID -MOUNT CREE ZR -24-40 SOME LED 44.8 T -GRID MOUNT AND PENDANT, 3000K, 0-10 VOLT DIMMING, STANDARD OUTPUT 0 GC L2 2x2 GRID MOUNT CREE ZR -22 SOME LED 35 T -GRID MOUNT AND PENDANT, 3000K, 0-10 VOLT DIMMING, STANDARD OUTPUT 0 GC L3 RECESSED 4" LED DOWN LIGHT PHILIPS OMEGA OM4LED28120-R4LED3OKCS SOME OM4LED, 1500 LUMEN, 3000K 28 OMEGA SERIES O GC L4 NOT USED O GC L5 Track Head ConTech CTL8030S NONE/DISPLAY PAR 30 LED 12 O GC L6 STRAIGHT Track ConTech LT4-8S VARIES O GC L7 Flexible Track w/end caps ConTech LIR42_-S NONE/DISPLAY ATTACH DIRECTLY TO BOTTOM OF SOFFIT, FEWEST POSSIBLE SECTIONS O GC L8 LINE LIMITING DEVICE ConTech VARIES NA CONNECT RETAIL TRACK WITH LINE LIMITER PER ELECTRICAL SHEETS O GC L9 EXIT SIGN- WHITE W/ GREEN LETTERS LITHONIA EXISTING NA/SIGN LED 0.62 VERIFY EXISTING, ADD OR REPLACE WITH NEW IF NEEDED, ALL STOBES AND HORNS TO HAVE WHITE HOUSING 0 GC L10 CAPS MINI PENDANT ET2 LIGHTING RED 8" DIAMETER PENDANT ALL PHILLIPS LED - 46677425265 11 PHILLIPS/DIMABLE/, A-19, WARM WHITE LAMP. HUNG 36" ABOVE WORK SURFACE, on DL controls 0 GC L11 METAL CYLINDER PENDANT CONTECH 6" METAL CYLINDER PENDANT ALL LED LAMP 10 CORDED O GC L12 LEVINE SHALLOW FLUSHMOUNT LEVINE 11" WIDE WHITE DIMABLE LED ARRAY 14 SURFACE MOUNTED ON CENTER OF CEILING L13 LIGHT ABOVE MIRROR WINDAZE 590 MM, WHITE NOT DIMING LED 12 SURFACE MOUNTED ON WALL CENTERED ABOVE MIRROR EL EMERGENCY LIGHTING LITHONIA EU2 LED M12 2 -LIGHT LED EMERGENCY UNIT NA/SIGN LED 3 VERIFY EXISTING, ADD OR REPLACE WITH NEW IF NEEDED, ALL STOBES AND HORNS TO HAVE WHITE HOUSING 0 GC C SECURITY CAMERA UNDER SEPARATE PERMIT O O LIGHT SYMBOL KEY: L7 - CURVED TRACK L6 - STRAIGHT TRACK D bt 0 0 L1 - 2X4 LED TROFFER L2 - 2X2 LED TROFFER L10 - RED PENDANT L11 - CYLINDER PENDANT C - SECURITY CAMERA O S - SPEAKER 0 L3 - 4" LED DOWNLIGHT WP WAP - WIRELESS ACCESS POINT REVIEWED FOR CODE COMPLIANCE APPROVED OCT 18 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 222017 PERMIT CENTER Q4156 6294 REGISTERED ARCHITECT Qi ni KEITH L. SMITH STATE OF WASHINGTON f/ZZ/Z oWooth co 0 1725 westlake avenue n. suite 210 seattle, washington 98109 206.838.5485 p ksmith@smithco.org ai ca I- W V SOUTHCENTER SQUARE TU KW I LA WA 98188 DEVELOPMENT DRAWINGS ISSUE DATE: w w 0 w . 5 m m >- w m W Z Z o S' U g w c 0 a) N 0 W � a. w C9 jj 0 Czzt 9 u) M N Co io L() \ • \ 0 3- ❑ 3 0 L'. • • • \ 5'-4 5/8" ri a la] H H H WQ] DROP FROM CEILING FX - DROP FROM CEILING ;1- Ns - 15 -11" ' 15-11" 11 x 10' AFF FLOOR BOX UNDER CABINET lI A KN -01 / 0 \46: ON TOP OF MEDIA WALL KN -01 KN -02) on 2'-9" ti O co 0 ao ti rr / H H 0 M Q Q H Co Co G \ CV \ (V Co tD-r- ci 0 Qr .E LL [ C DATA PLAN SCALE: 1 /8"=1-0" FOR DATA, PHONES, COMS O KEY NOTES: (KN -01) SEE CASEWORK DRAWINGS FOR DATA / POWER LOCATIONS (KN -02) TRENCH TAG LEGEND: S AMBIENT MICROPHONE WAP WMA SPEAKER OUTLET NOTE: -PROVIDE AN OUTLET WITH EACH CAT6 DATA PORT -PROVIDE ADDITIONAL OUTLETS PER E SHEETS AND CODE -OUTLETS @ 12" AFF UNLESS OTHERWISE NOTED -ALL COVER PLATES, OUTLETS, DATA, SWITCHES AND PHONE PLATES IN WHITE DATA AV EQUIPMENT TAG Qty Model Number Description Power Cable used Location Supplied Installed AV -1 3 PC Player Digital PC Player 1.7A Internet access Behind VW 0 0 AV -2 1 PC Player Digital PC Player 1.7A Internet access Server Room 0 0 AV -3 1 BSS BLU -100 Signal Processor with Digital Audio Bus <55VA NA Server Room 0 0 AV -4 3 BSS sw9015US Zone controller wall panel NA WPW #244 Office 0 O AV -5 4 Crown CDI1000 Power Amplifier 7.8A max NA Server Room 0 0 AV -6 1 JBL Control 25T 150 watt Outdoor Wallmount Speaker (only one will be used) NA WPW #226 Exterior 0 GC AV -8 6 JBL Control 67P/T WHITE 75 watt Pendant Ceiling Speaker NA WPW #226 Retail Area 0 GC AV -10 8 JBL Control 16C 6.5" Flushmount Ceiling Speaker NA WPW #226 Office GC GC AV -11 3 Maestro MW -24 Powered wide dispersion speaker 1.25A WPW #291 Retail Area GC GC AV -12 1 AKG PZM-11 Ambient microphone, single gang plate NA WPW #291 Retail Area 0 GC AV -13 1 AKG WMS470 D5 wireless microphone system with handheld microphone 250mA NA Server Room 0 0 AV -14 2 AKG WMS470 Presenter Set wireless microphone system with beltpack 250mA NA Server/Training O 0 AV -15 1 AKG HT470 D5 Handheld microphone NA NA Retail Area 0 0 AV -16 1 Mogan EXO-BG-AK Elite Omni Earset microphone for AKG beltpack, Beige NA NA NA 0 0 AV -17 1 AKG PS4000W Wide band antenna multi coupler (lx in, 4x RF+DC out) NA NA Server Room 0 O AV -18 1 AKG PSU01/4000 External 1.4 -amp power supply for powering a PS4000W 1.4A NAServer Room O O AV -19 2 AKG RA4000BW Powered Omni -directional antenna NA RG58 Retail Area 0 GC AV -20 2 Lowell ACR -1509-S Rackmount Power Panel 15A w/ surge suppression NA NAServer Room 0 O AV -22 9 Samsung UE46 Videowall screen 132W WPW #291Retail Area 1 O GC AV -25 NA Peerless ACC-DSV449 Videowall screen brackets NA NA Retail Area 0 GC AV -26 NA Peerless DS -VL -H060 Videowall wall bracket, large NA NA Retail Area 0 GC AV -27 9 Peerless HPF 650 Videowall wall bracket, tilt, media wall NA NA Retail Area 0 GC AV -29 NA Peerless SF650 single screen wall mount NA NA Retail Area 0 GC AV -30 3 V/C - voicecoil Zone speaker volume control (zone 3B & 4, Training), single gang NA WPW #226 Office/Training 0 0 AV -31 7 V/C - 70 volt Zone speaker volume control (zone 5, 6, 7), single gang NA WPW #226 Office 0 0 AV -32 1 HDMI cabling Presentation panel cabling NA NA NA 0 0 AV -33 1 WPW #291 Audio input cabling NA NA NA 0 0 AV -34 1 WPW #226 Speaker cabling NA NA NA 0 O AV -35 1 WPW #244 Controller cabling NA NA NA 0 0 AV -36 1 RG58 Antenna cabling NA NA NA 0 0 AV -37 1 CAT5e/6 STP Shielded data cabling for video signals NA NA NA 0 GC AV -38 1 ClearCount 3D Video PC-VID3-2.5N TRAFFIC COUNTER 4.5W CAT6 0 GC AV -39 3 CISCO WIRELESS ACCESS POINT DATA PROVIDE INSTALL TAG DESCRIPTION CABLE/WIFI NOTES GC GC D100 WORKSTATION CAT6 TWO DATA AND ONE OUTLET PER WORKSTATION GC GC D101 UTILITY CAT6 TWO DATA AND ONE OUTLET AT EACH LOCATION GC GC D102 WAP CAT6 WIRELESS ACCESS POINT GC GC D103 AV CAT6 TWO DATA AND ONE OUTLET AT EACH LOCATION GC GC C-100 SECURITY CAMERA (1) CAT6 POWER AND DATA IN EXTERNAL RATED J -BOX PROVIDED BY GC, EQUIPTMENT & INSTALATION BY OWNER 0 0 P-1 CEILING MOUNTED PROJECTOR, HDMI CONNECT TO AT-HDVS-TX-WP MEDIA CONNECTION PANEL, POST MOUNT, REQUIRES BLOCKING ABOVE GRID 0 GC WMA WIRELESS MICROPHONE ANTENNA 250 mA (2) ANTENAS ON TOP OF THE MEDIA CORE, WIRED BACK TO SERVER ROOM OW VIDES, CEIVE rt r- -rt D CSC IL/LA/TI 1 A GC INSTALLS REVIEWED FOR .e.■.w 6 LODE COMPLIANC APPROVED OCT 18 2017 City of Tukwila BUILDING DIVISION SEP 2 2 2017 PERMIT CENTER 6294 N REGISTERED ARCHITECT KEITH L. SMITH STATE OF WASHINGTON 1725 westlake avenue n. suite 210 seattle, washington 98109 206.838.5485 p ksmith@smithco.org 0 co rn 5 ai ro a) H W SOUTHCENTER SQUARE DEVELOPMENT DRAWINGS ISSUE DATE: CHECKED BY: JA N M F- W � W0 co a Lc) AAA STORE FRONT ELEVATION SCALE:3/16" = 1'-0" KN -03) 1 111111111111111111111 I 111111111111111111111 I11i1II11111I II IDifi111111111III REAR ELEVATION SCALE:3/16" = 1'-0" 111111111111111111111 11111111111111111111k NO CHANGES TO THIS ELEVATION I KEY NOTES: (KN -01) SIGN BY OWNERS SIGN VENDER, ON A SEPARATE PERMIT. GC TO COORDINATE POWER AND INSTALLATION WITH SIGN VENDER (KN -02) GC TO REPLACE DOOR WITH STOREFRONT PANELS TO MATCH AND BLEND WITH EXISTING, COORDINATE WITH OWNER AND LANDLORD KN -03 OWNERS SIGN VENDER TO REMOVE EXISTING SIGN AND PATCH WALL. G.C. TO COORDINATE TIMING AND TO REPAINT WALL. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 18 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 2 2 2017 PERMIT CENTER b r7 oas t 6294 KEITH L. SMITH STATE OF WASHINGTON REGISTERED ARCHITECT smith co . 1725 westlake avenue n. suite 210 seattle, washington 98109 206.838.5485 p ksmith@smithco.org ett W ce V W D �. W W 00 co F"' Oo Z U {3i W I< 0 is- C\1W 0 v� 1- U w O a a) rr N ch Z 00 a� W < F- > XW W CEILING, TRUSSES, DUCTS EXISTING STOREFRONT TO REMAIN // 9 0 5,4" 6'-10" 6'-0" 6'-10" — OPEN TO DECK ABOVE EXISTING STOREFRONT TO REMAIN 5,-4" 19'-8" INTERIOR STOREFRONT SCALE:3/16" = 1'-0" 15'-0 11/16" / / / / / / �I D 110 - T -GRID CEILING / / / / / ID 113 o) CEILING, TRUSSES, DUCTS TYP. 5'-1 3/8" 7'-9 1/4" d) ti n co INTERIOR RETAIL ELEVATION 20'-4 11/16" OPEN TO DECK ABOVE 2 A8.1 f{FX7) 2'-10" j, 4,-4" X in (.1N CURVED WALL • • • SOFFIT I OPEN GLASS WALL 3'-6 3/4" j, 3'-2 7/8" o — OPEN TO DECK ABOVE i—(FX-13) INTERIOR RETAIL ELEVATION SCALE:3/16" = 1'-0" 7'-9 1/4" 7'-10 3/4" FX -9) D 106A / / / • SCALE: 3/16" = 1'-0" / / / / / / / / / / / D 112 2" ACCENT — 1/4" ALLUMINUM 1/4 ROUND SATIN NICKEL FINISH / i 4"X16" — FIELD TILE DC C TYPICAL TILE PATTERN, TOILET ROOM 112 (ROOM 113 SIMILAR) SCALE: 1/4" = 1'-0" PF1 INSULATED TRAP PF9) AND PIPES TYP. 3,-3" p C CV — GLASS WALL GLASS WALL 5'-4 1/2" 9 CV Z W 0 4frCEILING TRUSSES, DUCTS OPEN CURVED WALL (KN -01) REUSE EXISTING FIXTURES 0) f I 30" MIN. CLR. [calJ / \-\\ ITER--- /77 iL GLASS WALL -may• -I-y CEILING, TRUSSES, DUCTS - SOFFIT II, 11. i -T:1{3-- � +1111-1 TT rt-- ,J( i1 y� GLASS 4 _ _ttL FX -13) WALL FX -5) i—(FX-13) INTERIOR RETAIL ELEVATION SCALE:3/16" = 1'-0" 7'-9 1/4" 7'-10 3/4" FX -9) D 106A / / / • SCALE: 3/16" = 1'-0" / / / / / / / / / / / D 112 2" ACCENT — 1/4" ALLUMINUM 1/4 ROUND SATIN NICKEL FINISH / i 4"X16" — FIELD TILE DC C TYPICAL TILE PATTERN, TOILET ROOM 112 (ROOM 113 SIMILAR) SCALE: 1/4" = 1'-0" PF1 INSULATED TRAP PF9) AND PIPES TYP. 3,-3" p C CV — GLASS WALL GLASS WALL 5'-4 1/2" 9 CV Z W 0 4frCEILING TRUSSES, DUCTS OPEN CURVED WALL (KN -01) REUSE EXISTING FIXTURES 0) f I 30" MIN. CLR. [calJ / \-\\ ITER--- /77 iL GLASS WALL , fes{}— CEILING, TRUSSES, DUCTS - SOFFIT i -T:1{3-- � +1111-1 TT -LI? 3 GLASS �A8.1 _ i—(FX-13) INTERIOR RETAIL ELEVATION SCALE:3/16" = 1'-0" 7'-9 1/4" 7'-10 3/4" FX -9) D 106A / / / • SCALE: 3/16" = 1'-0" / / / / / / / / / / / D 112 2" ACCENT — 1/4" ALLUMINUM 1/4 ROUND SATIN NICKEL FINISH / i 4"X16" — FIELD TILE DC C TYPICAL TILE PATTERN, TOILET ROOM 112 (ROOM 113 SIMILAR) SCALE: 1/4" = 1'-0" PF1 INSULATED TRAP PF9) AND PIPES TYP. 3,-3" p C CV — GLASS WALL GLASS WALL 5'-4 1/2" 9 CV Z W 0 4frCEILING TRUSSES, DUCTS OPEN CURVED WALL (KN -01) REUSE EXISTING FIXTURES 0) INTERIOR RETAIL ELEVATION SLIDING DOOR SLIDING DOOR EXISTING WINDOW HEAD SCALE:3/16" =11-0" EXISTING TILE TO REMAIN D 115 / / / / / / PF3 O M EXISTING —(KN-01}� 3'-0" TYP. N • TILE FLOOR TO REMAIN TOILET ROOM 115 (ROOM 114 SIMILAR) INSULATED TRAP AND PIPES KN -01 SCALE:1/4" =1'-0" PAPER TOWEL DISPENSER (P.T.D.) SOAP DISP. (S.D.) TOILET ROOM ACCESSORIES ALL EXPOSED H.W. PIPES SHALL BE INSULATED— PIPE SLEEVES TO HAVE NON—ABRASIVE SURFACE x 6" MAX TOE CLR. 1" MIN KNEE SPACE LAVATORY VANITY EXTEND FINISH FLOOR UNDE LAVATORY CLEAR FLOOR SPACE LAVATORIES MIRROR Evi—�c I N. 30" MIN. CLR. ----N.A. — / \-\\ /7\ ,, /77 iL GLASS WALL , CEILING, TRUSSES, DUCTS - SOFFIT — OPEN TO DECK ABOVE 3 GLASS �A8.1 FX -13) WALL FX -5) AS 3'_0" T/ SLIDE OPEN --> A8.0 LI'f Tft�r E� � F _ 11F FX -10 211_ I Gig �� cV T/ o T� OPEN ° mom= �� OPEN o •- r` C -1- a =J 1- _ SLIDE o) � '; ` H U ? Ai_ i OPEN — u) D 103 t—" t: ..ee 1 D 102 'tea INTERIOR RETAIL ELEVATION SLIDING DOOR SLIDING DOOR EXISTING WINDOW HEAD SCALE:3/16" =11-0" EXISTING TILE TO REMAIN D 115 / / / / / / PF3 O M EXISTING —(KN-01}� 3'-0" TYP. N • TILE FLOOR TO REMAIN TOILET ROOM 115 (ROOM 114 SIMILAR) INSULATED TRAP AND PIPES KN -01 SCALE:1/4" =1'-0" PAPER TOWEL DISPENSER (P.T.D.) SOAP DISP. (S.D.) TOILET ROOM ACCESSORIES ALL EXPOSED H.W. PIPES SHALL BE INSULATED— PIPE SLEEVES TO HAVE NON—ABRASIVE SURFACE x 6" MAX TOE CLR. 1" MIN KNEE SPACE LAVATORY VANITY EXTEND FINISH FLOOR UNDE LAVATORY CLEAR FLOOR SPACE LAVATORIES MIRROR Evi—�c I N. 30" MIN. CLR. 18" Z 30" MIN. LAVATORY CLEARANCES 12" MIN. 24" MIN ilk 16"-18" PROVIDE BACKING & GRAB BARS PER CODE NOTE HC. W.C.'S: FLUSH CONTROLS SHALL ALWAYS BE OPPOSITE TO NEAREST WALL TOILET ROOM TYIPICAL ADA BARRIOR FREE DETAILS SCALE:1/4" = 1'-0" 54" MIN. 39-41" 42" MIN d s Zia in O 30" CLR. MIN. 12" MAX DISPENSER LOCA ON OPTIONAL SEAT PROTECTOR DISPENSER IF SEAT PROTECTOR DISPENSER PROVIDED WATER CLOSET 30" CLR. MIN. IF SEAT PROTECTOR DISPENSER PROVIDED 56" MIN. 59" MIN. IN TOILET COMPARTMENTS WITH FLOOR MOUNTED W.C. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 18 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 092017 PERMIT CENTER 6294 6294 REGISTERED ARCHITECT III KEITH L. SMITH ST . WASHINGTON L. TATE OF WASHINGTON REGISTERED CHITECT 1725 westlake avenue n. suite 210 Beattie, washington 98109 208.838.5485 p ksmIth6smIthco.org cc) CO LLI><IW Q _ 1¢— W ci) r ,„(,) W V T -GRID CEILING OPEN TO - UNDERSIDE OF DECK DRYWALL SOFFIT EXITING STRUCTURE ti 6'-8" 3'-0" 7 3/4" SWITCH - LOCATION OPEN I' 5/8" X 10'-4 7/8" T -GRID CEILING X 7 3/4" ROOM 101 SCALE: 1/4" = 1'-0" NORTH NORTH ROOM 102 SCALE: 1/4" = 1'-0" 0 0 NORTH ROOM 103 EAST EAST EAST SOUTH SOUTH SOUTH WEST SCALE:1/4" = NORTH ROOM 105 SCALE: 1/4" = 1'-0 NORTH / SWITCH LOCATION 7-7::-,,/ �/ SLIDE OPEN > D 119 0 OPEN LOCATION EAST EAST SOUTH SOUTH SOUTH WEST SCALE:1/4" = NORTH ROOM 105 SCALE: 1/4" = 1'-0 NORTH 0 0 - ,rN. ````�� - -� y i�-- < SLIDE SWITCH 0 OPEN LOCATION ,/ �/ D 103 EAST EAST SOUTH SOUTH SOUTH WEST SCALE:1/4" = NORTH ROOM 105 SCALE: 1/4" = 1'-0 NORTH EAST SWITCH LOCATION • \ - EAST • \ • \ O SWITCH 0 L� LOCATION ROOM 108 - LARGE - ONE TO ONE SCALE:1/4" =11-0" SOUTH SOUTH ADJUSTABLE SHELVES i�-- ,` 0 0 - ,rN. ````�� - -� y EAST SWITCH LOCATION • \ - EAST • \ • \ O SWITCH 0 L� LOCATION ROOM 108 - LARGE - ONE TO ONE SCALE:1/4" =11-0" SOUTH SOUTH ADJUSTABLE SHELVES i�-- ,` ````�� - -� y i�-- ,` . -,-- I``\�. ,i . T -GRID CEILING WEST WEST WEST WEST \- T -GRID CEILING 0 0 N. WEST T -GRID CEILING NORTH ROOM 104 SCALE: 1/4" = 1'-0" D 117 SWITCH LOCATION 3'-0" OPEN SWITCH LOCATION NORTH PF10 3'-0" 1'-2" O (0 EAST EAST 1" THICK SHELVES HEAVY DUTY STATIONS SOUTH W/ 1/4' WHITE VINYL EDGE CAP ROOM 117 - JANITORS ROOM SOUTH FX -21 SCALE: 1/4" = 1'-0" NORTH 0 • \\ • EAST SWITCH LOCATION SOUTH ROOM 107 - SMALL - ONE TO ONE SCALE: 1/4" = 1'-0" WEST KEY NOTES: (KN -01) EXISTING STOREFRONT TO REMAIN 0 0 WEST REVIEWED FOR CODE COMPLIANCE APPROVED OCT 18 2017 City of Tukwila BUILDING DIVISION s67 RECEIVED CITY OF TUKWILA SEP 2 2 2017 PERMIT CENTER 6294 KEITH L. SMITH STATE OF WASHINGTON REGISTERED ARCHITECT 1725 westlake avenue n. suite 210 seattle, washington 98109 206.838.5485 p ksmith@smithco.org I- Q W re ✓ SOUTHCENTER SQUARE C° Z o W0 CD ap N OBJ w N"'" 1—' DEVELOPMENT DRAWINGS N- N N rn w w Ct 0 W >- Ca Q w ozz w0� w o CHECKED BY: JA V"' M co O 0 — — CX El" W < Z W J W KEY NOTES: 106 - NORTH OFFICE A ELEVATION SCALE:1/4" = 1'-0" OPEN P1 4110 P1 • OPEN WRAPPED COLUMN f 1 /' /D P1 7 / 106 A SWITCH" D 106 B �� ` . . . . LOCATION / / / / � /' \ . \ . \. . `. : 106 - NORTH OFFICE A ELEVATION SCALE:1/4" = 1'-0" OPEN P1 4110 OPEN WRAPPED COLUMN f 1 106 - EAST OFFICE A ELEVATION SCALE:1/4" =11-0" 106 - WEST OFFICE A ELEVATION SCALE:1/4" = l'-0" OPEN \� D 117 0 • • JANITOR ROOM D 111 0 \ \ STORAGE ROOM 110 - HALL SOUTH ELEVATION SCALE:1/4" = 1'-0" 0 D 119 SOUTH DISPLAY HALL BREAK ROOM SIDE 106 - HALL WEST ELEVATION STORAGE ROOM SIDE SCALE: 1/4" = 1'-0" 0 0 106 SOUTH OFFICE A ELEVATION SCALE: 1/4" = 1'-0" r POWER CHASE IN FRONT OF WALL P1 P1 OPEN D 116 B 7 / \ BREAK ROOM SIDE 106 - HALL WEST ELEVATION STORAGE ROOM SIDE SCALE: 1/4" = 1'-0" 0 0 106 SOUTH OFFICE A ELEVATION SCALE: 1/4" = 1'-0" r POWER CHASE IN FRONT OF WALL BREAKROOM (5)110 HALL NORTH ELEVATION SCALE:1/4-" = TOILET ROOM TOILET ROOM D 110 TO RETAIL 106 - HALL EAST ELEVATION SCALE: 1/4" = 1'-0" 3" SHELF EXTENSION AT MICROWAVE SHELF (KN -01 9'-2 1/2" ADJUSTABLE SHELVES 7 - .J V (PF -6 109 BREAK ROOM ELEVATION SCALE:1/4" =11-0" �— COFFEE POT PF -11) 2'-0 1/2" KN -01 (KN -01) OWNER SUPPLIED, GC INSTALLED APPLIANCES oasob REVIEWED FOR CODE COMPLIANCE APPROVED OCT 18 2017 City of Tukwila ION RECEIVED CITY OF TUKWILA SEP ';22017 PERMIT CENTER 6294 REGISTERED ARCHITECT �+ J KEITH L. SMITH STATE OF WASHINGTON 1725 westlake avenue n. suite 210 seattle, washington 98109 206.838.5485 p ksmith@smithco.org U5 ai as �o :E co �- a) N Co U) 0 Co ai N F— w oe V ) k 00 Co Co rn J DEVELOPMENT DRAWINGS O N N N rn w LL u5 U Q W CO W C) z z WO 0 CO SD -0000 L 0 N j a) Ir N M VJ Et Z 0 0 c2 1— W < Z W W OPEN P1 7 / \ �` � �' � -i / 7/ / / / / / / � /' \ . \ . \. . `. : ' D114 D115 .` `. `. 0 0 /�, \\ D 105C1 \\ ,' \ \ \ . . . \ . \ \ \ / / , / / / \5 , BREAKROOM (5)110 HALL NORTH ELEVATION SCALE:1/4-" = TOILET ROOM TOILET ROOM D 110 TO RETAIL 106 - HALL EAST ELEVATION SCALE: 1/4" = 1'-0" 3" SHELF EXTENSION AT MICROWAVE SHELF (KN -01 9'-2 1/2" ADJUSTABLE SHELVES 7 - .J V (PF -6 109 BREAK ROOM ELEVATION SCALE:1/4" =11-0" �— COFFEE POT PF -11) 2'-0 1/2" KN -01 (KN -01) OWNER SUPPLIED, GC INSTALLED APPLIANCES oasob REVIEWED FOR CODE COMPLIANCE APPROVED OCT 18 2017 City of Tukwila ION RECEIVED CITY OF TUKWILA SEP ';22017 PERMIT CENTER 6294 REGISTERED ARCHITECT �+ J KEITH L. SMITH STATE OF WASHINGTON 1725 westlake avenue n. suite 210 seattle, washington 98109 206.838.5485 p ksmith@smithco.org U5 ai as �o :E co �- a) N Co U) 0 Co ai N F— w oe V ) k 00 Co Co rn J DEVELOPMENT DRAWINGS O N N N rn w LL u5 U Q W CO W C) z z WO 0 CO SD -0000 L 0 N j a) Ir N M VJ Et Z 0 0 c2 1— W < Z W W D 122 0 0 O O TO RETAIL NORTH ROOM 122 OFFICE SCALE: 1/4" = 1'-0" EAST TO INSURANCE ROOM 122 OFFICE SCALE: 1/4" = NORTH ROOM 123 INSURANCE EAST WEST SWITCH �j OPEN z;/ SOUTH WEST SCALE: 1/4" = 1'-0" - SHELVING SHELVING SWITCH 0 0 NORTH ROOM 111 STORAGE SCALE: 1/4" = 1'-0" SHELVING 1/— EAST TO RETAIL -, - 1 0 B2 b o SHELVING r I r o O `- , -, , / / / /' / / 7,,„ ....,,,\ N N a c' D123 \ o \ \ \ \\ \ . \ \ TO INSURANCE ROOM 122 OFFICE SCALE: 1/4" = NORTH ROOM 123 INSURANCE EAST WEST SWITCH �j OPEN z;/ SOUTH WEST SCALE: 1/4" = 1'-0" - SHELVING SHELVING SWITCH 0 0 NORTH ROOM 111 STORAGE SCALE: 1/4" = 1'-0" SHELVING 1/— EAST TO RETAIL -, - 1 , b o SHELVING r I r , O , SOUTH REMOVE DOOR AND INFILL MULLION D 121 0 0 TO HALL 121 SOUTH FILL WITH MATCHING STOREFRONT AFTER DOOR REMOVAL NORTH ROOM 124 CONFERENCE SCALE:1/4" = 1'-0" SHELVING WEST EAST L Cl SOUTH a 0) , b o /„ , „, -, , 7..„ 7,,„ ....,,,\ , D 121 0 0 TO HALL 121 SOUTH FILL WITH MATCHING STOREFRONT AFTER DOOR REMOVAL NORTH ROOM 124 CONFERENCE SCALE:1/4" = 1'-0" SHELVING WEST EAST L Cl SOUTH a 0) WEST REVIEWED FOR CODE COMPLIANCE APPROVED OCT 18 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 222017 PERMIT CENTER 6294 REGISTERED ARCHITECT KEITH L. SMITH STATE OF WASHINGTON smith co d 1725 westlake avenue n. suite 210 seattle, washington 98109 206.838.5485 p ksmith@smithco.org u3 ai N .0 M F- W W w w W 0 000 w 00 Z w I <t = O << W O V J Ii ISSUE DATE: w U COrri 54 cam w m Z Z Y • U W M V"' N M w Z 00 w < Z W w vel — SWITCH t b o GLASS PANEL 77-v- OPEN WEST REVIEWED FOR CODE COMPLIANCE APPROVED OCT 18 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 222017 PERMIT CENTER 6294 REGISTERED ARCHITECT KEITH L. SMITH STATE OF WASHINGTON smith co d 1725 westlake avenue n. suite 210 seattle, washington 98109 206.838.5485 p ksmith@smithco.org u3 ai N .0 M F- W W w w W 0 000 w 00 Z w I <t = O << W O V J Ii ISSUE DATE: w U COrri 54 cam w m Z Z Y • U W M V"' N M w Z 00 w < Z W w vel 12 GA. BRACING WIRE W/ MIN. 4 TIGHT TURNS IN 1 1/2" AT BOTH ENDS OF WIRE (TYP.) AT EA. VERTICAL STRUT VERTICAL STRUT @ 12" O.C. EACH WAY W/ FIRST POINT TO BE WITHIN 6'-0" FROM EACH WALL FASTENED TO MAIN RUNNER & STRUCTURE ABOVE PER UBC STD. NO. 25-2, SECTION 25.212.3 45 MAX. (TYP.) MAIN RUNNERS CROSS RUNNERS—/I SEISMIC TIES SCALE: NTS max. 8" 2" 45 MAX. (TYP.) /k___. 12 GA. VERTICAL HANGER WIRE AT 4'-0" EACH WAY W/ MIN. 3 TIGHT TURNS IN 1 1/2" AT BOTH ENDS OF WIRE (TYP.) #12 HANGER WIRE ANCHORED TO STRUCTURE ABOVE OR TO THE WALL ABOVE THE CEILING CROSS TEE BERC2 CLIP min. 3/8" STABILIZER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING APART. GWB CEILING SYSTEM DETAIL SCALE: NTS UNATTACHED WALL T -GRID & SEISMIC WIRE AT WALL SCALE: NTS light fixture mounting bracket r A suspended ceiling panel may be slack light fixture cross tee T -GRID & RECESSED LIGHT SCALE: NTS EMT CONDUIT ALLOWABLE LENGTH 1/2" EMT 0" TO 6'-0" 3/4" EMT 6'-0" TO 8'-6 1" EMT 8'-6" TO 10'-0" 1 MTL STUD ALLOWABLE LENGTH 1 5/8" X 25 GA. 0" TO 6'-2" 2 1/2" X 25 GA. 6'-2" TO 10'-6" 8" MAX TERMINATION END OF ALL RUNNERS INSTALL BRACING AT 12'-0" O.C. EA. WAY AND WITHIN 4'-0" OF PERIMETER WALLS COMPRESSION STRUT PER A.S.T.M. C635 AND C636, FASTEN TO THE MAIN RUNNER AND EXTEND TO AND FASTEN TO STRUCTURAL MEMBERS ABOVE. STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED BY THE BRACING WIRES. INCANDESCENT CADY SUPPORT CLIP @ EA. LIGHT CONNECTION COMPRESSION STRUT SCALE: NTS 20 ga. min. deck #10 SCREW AT ALT FLUTES OR 16" O.C. PARALLEL TO FLUTE (4) 12 GA. SPLAY WIRES IN PLANE OF EA, RUNNER, VERTICAL ANGLE 45 DEG. MAX. SECURE ALL WIRES APPROX. 2" FROM INTERSECTIONS. MAIN RUNNER CROSS TEE steel strap 3" wide x 4" long x 12 ga. minimum SHEETROCK BRAND GYPSUM PANEL CROSS TEE LIGHT FIXTURE LIGHT FIXTURE MOUNTING BRACKET RECESSED FIXTURE (a GWB LID SCALE: NTS 2#8x1/2" self tapping screws 20 ga. min. deck CEILING SUPPORT AT METAL DECK N— steel strap 3" wide x 4" long x 12 ga. minimum 12 ga. hanger wire min. 3 turns DEFLECTION TRACK W/ #10 SCREW EA SIDE TRACK CONNECTION TO METAL DECK STD TRACK W/ (2) #10 SCREWS TO STUD. ATTACH TO CONC W/ HILTI XU PINS, .157" DIA 16" O.C., 3/4" EMBED OR EQUIV PAF. (E) CONC SLAB TRACK CONNECTION TO CONCRETE SLAB METAL FRAMING ANCHORS SCALE: NTS NOTES (1) #12 GAUGE WIRES MUST BE WRAPPED AROUND ITSELF A MIN. OF 3 TURNS WITHIN A 3" LENGTH AS PER ASTM E580 SECTION 4.3.2 (2) GYP MUST BE ATTACHED TO THE MAIN/CROSS TEE WITH TYPE S FASTENERS 4" O.C. may be slack seismic clip lighting fixture A tee #8 x 1/4" sheet metal screw (by others) T -GRID & TROFFER SCALE: NTS TYPE G LIGHT FIXTURE MAIN TEE HANGER WIRE 24" CROSS TEE T -GRID & TROFFER FRAMINING SCALE: NTS ACOUSTIC CEILING NOTES: ACOUSTIC CEILING PANEL: USG CORPORATION "OLYMPIA MICROT" CLIMAPLUST"" - ITEM NUMBER 8618 , FORM 1 OR 2, PATTERN EG, TYPE IV, COLOR FINISH: WHITE, EDGE DETAIL: SQUARE EDGE, THICKNESS: 3/4 IN, PANEL SIZE: 2 FT X 4 FT X 3/4 IN, METAL SUSPENSION SYSTEM FOR ACOUSTICAL CEILING PANEL USG CORPORATION: DONN CENTRICITEE DXT, COLOR: FLAT WHITE 050 SUSPENSION SYSTEM COMPONENTS: FIRE RATED MAIN TEES: UL CLASSIFIED HEAVY DUTY CLASSIFICATION; DOUBLE -WEB DESIGN; 1-1/2" HIGH; RECTANGULAR TOP BULB; 9/16" EXPOSED FLANGE WITH ROLL -FORMED STEEL CAP; CROSS TEE HOLES AND HANGER WIRE HOLES AT 6" O.C.; CONVENIENCE HOLES AT APPROXIMATELY 2" O.C.; INTEGRAL REVERSIBLE SPLICES. DONN BRAND CENTRICITEE DXT CEILING SUSPENSION SYSTEM, DX26, 12 FT X 1-1/2" IN HEAVY DUTY MAIN TEE, FLAT WHITE 050, CROSS TEE: 1-1/2" HIGH; ROLL -FORMED INTO DOUBLE -WEB DESIGN WITH RECTANGULAR BULB; 9/16" EXPOSED FLANGE WITH PREPAINTED STEEL CAP; HIGH TENSILE STEEL END CLIPS CLENCHED TO WEB. 1" HIGH; ROLL -FORMED INTO DOUBLE -WEB DESIGN WITH RECTANGULAR BULB; 9/16" EXPOSED FLANGE WITH PREPAINTED STEEL CAP; HIGH TENSILE STEEL END CLIPS CLENCHED TO WEB. MAIN TEES AND CROSS TEES SHALL BE POSITIVELY LOCKED, YET SHALL BE REMOVABLE WITHOUT THE USE OF TOOLS. ACCESSORIES: HANGER WIRE: GALVANIZED CARBON STEEL; SOFT TEMPER; PRE -STRETCHED; YIELD STRESS LOAD AT LEAST THREE TIMES THE DESIGN LOAD BUT NOT LESS THAN 12 -GAUGE. (JOB PAINTED TO MATCH BACKGROUND COLOR) U MOLDING FOR WALLS — WALL ANGLE US28, FLAT WHITE 050 #12 GAUGE WIRES MUST BE WRAPPED AROUND ITSELF A MIN. OF 3 TURNS WITHIN A 3" LENGTH AS PER ASTM E580 SECTION 4.3.2 GYP MUST BE ATTACHED TO THE MAIN/CROSS TEE WITH TYPE S FASTENERS 4" O.C.. SUSPENDED CEILING SYSTEMS SHALL COMPLY WITH ASTM C635, C636, E580, CISCA ZONES 3-4 AND ASCE 7-10, SECTION 13.5.6.2.2. ALL MAIN BEAMS SHALL BE HEAVY DUTY (HD). PERIMETER CLOSURE ANGLES ARE REQUIRED TO BE 2" WIDE. ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE CLOSURE ANGLE, THE OTHER END SHALL HAVE 3/4" CLEARANCE FROM THE WALL AND FREE TO SLIDE. CHANGE IN CEILING PLANES WILL REQUIRE POSITIVE BRACING. LIGHT FIXTURES SHALL BE CONNECTED TO THE STRUCTURE ABOVE WITH 12 GAGE HANGER WIRE. MECHANICAL DIFFUSERS AND GRILLS SHALL BE POSITIVELY ATTACHED TO THE CEILING GRID SYSTEM. NOTE: SUSPENDED CEILING SYSTEMS SHALL COMPLY WITH ASTM C635, C636, E580, CISCA ZONES 3-4 AND ASCE 7-10, SECTION 13.5.6.2.2. ALL MAIN BEAMS SHALL BE HEAVY DUTY (HD). PERIMETER CLOSURE ANGLES ARE REQUIRED TO BE 2" WIDE. ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE CLOSURE ANGLE, THE OTHER END SHALL HAVE 3/4" CLEARANCE FROM THE WALL AND FREE TO SLIDE. CHANGE IN CEILING PLANES WILL REQUIRE POSITIVE BRACING. LIGHT FIXTURES SHALL BE CONNECTED TO THE STRUCTURE ABOVE WITH 12 GAGE HANGER WIRE. MECHANICAL DIFFUSERS AND GRILLS SHALL BE POSITIVELY ATTACHED TO THE CEILING GRID SYSTEM. ATTACHED TO DECK W/ 8 X 1.25" TEK SCREWS @ 16" O.C. WHERE CHASE IS ADJACENT AN A.C.T. CEILING, TERMINATE GWB AT 6" ABOVE CEILING LINE STD TRACK W/ (2) #10 SCREWS TO STUD. ATTACHED TO CONC W/ HILTI XU PINS, .157" DIA @ 16" 0.C. 3/4" EMBED OR EQUIV PAF. TYP. WHEN ANCHORED TO BOTTOM 0 TRUSS THE WALL STOPS AT THE TRUSS LONG TRACK USED VERTICAL FASTEN W/ (6) #8 TEK SCREWS (2) 3 4" METAL STUD, FACE TO FACE 20 GA. 5/8" GWB, (EACH SIDE) 3 4" METAL TRACK, BASE PER SCHEDULE POST / CHASE SCALE: NTS l7- WEI REVIEWED FOR CODE COMPLIANCE APPROVED OCT 182017 Y, 48" O.C. City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 2 2 2017 PERMIT CENTER S(� 6294 REGISTERED ARCHITECT KEITH L. SMITH STATE OF WASHINGTON 1725 westlake avenue n. suite 210 seattle, washington 98109 206.838.5485 p ksmith@smithco.org LU V SOUTHCENTER SQUARE DEVELOPMENT DRAWINGS ISSUE DATE: w w cr 0 w . 5, ca w 03 W Z Z Co S U W _ ❑ O o c 0 a) N M —J L 0 ti io N SPEAKER /— CURVED WALL / BEHIND UNIT (9) LINKED IMAGE MONITORS MAPLE PLY BACK HORIZONTAL GRAIN TYP. SLIDE OUT TRAY CA) MAPLE PLY SHELF HORIZONTAL GRAIN TYP. HDMI AND OUTLET BELOW TRAY 1"X1" EXTENSION 0 Cr Q/- 0 e Oe GC TO FRAME, DRYWALL, PAINT, ADD POWER AND DATA AND COORDINATE WITH OWNERS CASEWORK AND AV VENDERS — AV -27 (9) HPF650 MONITOR MOUNT 11'-7 3/4f HOLD f 9" 2'-1 3/4" 2'-9" 2'-9" P2 N kr M 2'-10 249/256" MAPLE PLY SHELF (9) (INKED MONITORS DATA AND POWER FOR ACTIVE_DISPLAY rn GWB (RED) 120 MAP BINS AND 11 ATLAS BINS CLEAR PLASTIC, BY OWNER, INSTALLED AND COORDINATED BY GC MEDIA WALL, FX -1 SCALE: 1/2" = 1'-0" INSET (WHITE) SPEAKER 2' X 3.25" CLEAR, NO FRAMING BEHIND MAPLE PLY BACKER PULLOUT SHELF POWER AND HDMI MAPLE PLY BOTTOM SHELF FINAL FINISH TO BE REVIEWED WITH DESIGNER , OVAL DISPLAY TABLE, FX -8 SCALE: 3/4" = 1'-0" LEVELER, EACH LEG 2 1/2" X 2 1/2" POWDER COATED STEEL OR ALUMINUM TUBE TUBE TO ----- STRUCTURE GROMMET TO POWER / DATA W/ RECESS FOR CORD MANAGEMENT 5'-0" HAFELA 822.74.321 POWER / DATA 1'-2 1/4" X 1'-6" LEVELER, EACH LEG 1'-0 3/8" 2 1/2" DESK FREESTANDING, FX -4 SCALE:3/4" = 1'-0" P2 PAINTED DRYWALL POWER AND DATA POWER AND DATA POWER AND HDMI PULLOUT SHELF L LED STRIP LIGHT PAINTED DRYWALL (RED) FIXED TOP AND CENTER, ATTACH TO WALL. ON SEPARATE PERMIT 2" J -BOX P2 PAINTED DRYWALL SIDES MAP AND ATLAS RACK kr 1 1/2" w INSET BASE 2" 1" X 1" GRID FRAME 7- 4'-0" PIPE TO — STRUCTURE 2'-6" 1'-7" PL2 9'-0" AFF GLASS------`�-� INFILL TBINDER SHELFI FILE DRAWER 11-0"j,1'-5" 1" GLASS INFILL PROVIDE CORD MANAGEMENT ALL DESKS 12"X3"GRID POWDERCOAT TO MATCH PL1 1" WHITE BUMPER TYP. 4 4" AT CORNERS FLOOR DISPLAY -1, FX -2 SCALE: 3/4" = 1'-0" 1 2" X 3" GRID, ATTACHED TO WALL POWDER COAT TO MATCH PL1 FIXED SHELF r— MERCHANDISING BRACKETS BY OWNER • SHELVES/ 'k 8 3/4" f--� .‘>— PL3 COVERED -------' • n WALL MOUNTED GRID SUPPORTS WHITE ADJUSTABLE SHELVES ON SHELF PINS WALL MOUNTED GRID SUPPORTS, BOTTOM SUPPORT FACES DOWN INSTALLED LAST i VARIES - REFER TO A4.0 J, FIXED SHELF TOE KICKJ, 7" Jr, GRID LEG INSERTS 3" INTO BASE - WALL MOUNTED GRID SUPPORTS WHITE WALL MERCHADISER TYPICAL DETAILS, FX -13 SCALE:3/4" = 1'-0" SEE A4.0 FIXTURE PLAN FOR LENGTHS AND LOCATIONS GLASS INFILL CO LEVELER, EACH LEG PL2 5'-0" CONNECT DESK TO WALL GROMMET TO POWER / DATA 5'-0" c') CO 1'-2 1/4" k 0 V-6" LEVELER, EACH LEG 1'-0 3/8" POWER / DATA IN WALL TALL DESK n WALL, FX -16 SCALE: 3/4" = 1'-0" WALL M GROMMET TO POWER / DATA 1'-2 1/4" di, v rn II II 1'-6" J,1'-0 3/8", POWER / DATA IN WALL LEVELER, EACH LEG TOP FACE OF DRAWER FACE RECEIPT PRINTER — POWER & DATA IN CABINET BACK TOP FACE OF DRAWER FACE PL2 6294 REGISTERED ARCHITECT KEITH L. SMITH STATE OF WASHINGTON •ith C.. 1725 westlake avenue n suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith@smithco.org http://www.smithco.org/ 1'-9127/128" N RETAIL DESK ( WALL SCALE:3/4" = 1'-0" 4'-6" 4 4" BLACK NON MARKING WHEELS TYP. 2 SWIVEL PER FIXTURE DRAWER ON GLIDE DESK ( WALL, SCALE:3/4" = 1'-0" PRINTER OPTION 2'-1" 1-11" - BAMBOO PLY PL1 — 1" WHITE BUMPER TYP. 4 4" AT CORNERS FLOOR DISPLAY -2, FX -3 SCALE:3/4" = 1'-0" cin .61 2'-7" 4 3/16" 3" 4 4" BLACK NON MARKING WHEELS TYP. 2 SWIVEL PER FIXTURE 2'-1" 1'-11" 1 — 1" WHITE BUMPER TYP. 4 4" AT CORNERS FLOOR DISPLAY -3, FX 15 SCALE:3/4" =1'-0" REVIEWED FOR CODE COMPLIANCE APP"' OVED OCT 18 2017 City of Tukwila BUILDING DIVISION M RECEIVED CITY OF TUKWILA SEP 2 2 2017 PERMIT CENTER M 0 M CN PERMIT DRAWINGS PLOT DATE: 9/20/17 N. 0 N d-. to c • N a) N M 0 oo 2'-1 1/2" 1 1/2" -/ M 20'-8 3/4" 8" K1 PL1 0 cc M 2'-1 1/2" END VIEW (; 62 ft 1 19'-9 1/4" 8" 2" HOLE W/ WHITE GROMMET FIELD DRILLED TO OWNERS DECISION DRAWER LOCK ONE PER STATION 2" HOLE W/ WHITE GROMMET FIELD DRILLED TO OWNERS DECISION 20'-8 3/4" FRONT VIEW 2" HOLE W/ WHITE GROMMET FIELD DRILLED TO OWNERS DECISION DRAWER LOCK ONE PER STATION 2" HOLE W/ WHITE GROMMET FIELD DRILLED TO OWNERS DECISION t j e e e e e e N M—\-- — `�— POWER / o POWER/DATA e PL1 POWER / — e `� �r DATA 8" / POWER/DATA e.......„,„... ---- l RACE @ BACK DATA AND RACE o o 1'-3 1/2" OF CABINET o _ o o -- LOCKING — DRAWER INTERIOR MUST FIT 91/2" X 1 3/4" -rs`� / PL1 X 15 1/4" CASH TRAY \ 3/4" r— 2'-0" \ 3'-0" L 2'-0" L 3'-O" ImillI 2'-0" L 3'-0" 2'-0" 3'-0" AUTO DESK - FX -6 FLOOR BOX UNDER CABINET FOR POWER / DATA FEED BACK VIEW to FILE DRAWERS 11", 17" DRAWER W/ FULL EXTENSION GLIDES B2 POWER / DATA AND RACE 8 ao 1 1/2" 4 3" END VIEW 4 1/2" SCALE:3/4" = 1'-0" END 0 co — NOTCH IN COUNTERTOP 20'-4 3/4" 10'-11 5/8" 2'-0 3/8" 7'-4 3/4" I 0 PL1 1/2" 3" NICKEL FINISH WIRE PULLS r--� L_J AUTO DESK BACK COUNTER, FX -7 SCALE:3/4" = 1'-0" 1 1'-4 1/4" 1'-3" / PL1 Jr 11 1/4" / END VIEW `' 3 3/4" ADJUSTABLE SHELVES 3'-0" 1'-11 11/16" 1'-0 5/16" OMNIA 9153/25 SS KNOBS n T A' H 'DOOR\\ cc PL1 DOOR W/ POWER AND DATA IN WALL AND GROMMET ABOVE . r__ : /�> .\\ /moi COFFEE COUNTER, FX -5 SCALE:3/4" = 1'-0" 1'-5 1/2" 1'-0" FRONT VIEW / 4" 0 Eo \ DRAWERS FOR 8 2", 14", 17" HANGING FILES - TYP. 3'-0" DOOR W/ POWER AND DATA IN WALL AND GROMMET ABOVE DOOR W/ POWER AND DATA IN WALL AND GROMMET ABOVE POWER /DATA IN WALL TYP 1'-10" CORD BLOCK t r L J I PRINTER BY OWNER < FULL EXTENSION DRAWERS 1 1/2" NOTCH IN TOP PRINTER BY OWNER -- CORD NOTCH POWER /DATA 2" HOLE W/ WHITE GROMMET FIELD DRILLED TO OWNERS DECISION CORD ,— CORD BLOCK J SHORTER DRAWER t 1'-8 1/2" 1'-11 11/16" 4'-0" PL1) (K-1� 1'-0 5/16" BACK VIEW BACK VIEW SAME STYLE AS OVAL TABLE t 1'-10" —s ROUND TABLE, FX -14 SCALE:3/4" =1-0" N N 4'-0" Co fi N Er FULL EXTENSION GLIDES TYP. FILE DRAWER FOR 11", 14" 17" REVIEWED FOR CODE COMPLIANCE APPROVED OCT 18 2017 City of Tukwila BUILDING DIVISION DRAWER W/ RECEIVED FULL EXTENSION GLIDGFrY OF TUKWILA SEP 2 2 2017 PERMIT CENT; taL7ii_10„ dzse 6294 REGISTERED ARCHITECT KEITH L. SMITH STATE OF WASHINGTON •aith C.. 1725 westlake avenue n suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith@smithco.org http://www.smithco.org/ 321 third ave. S. W V PROJECT: PERMIT DRAWINGS PLOT DATE: 9/20/17 ti 0 ISSUE DATE: Lu I— Lu IY Lu m m LL.)m z z 0 U 0 Q cc C N a) OC N M W U) Ct X LL ■ ti O 00 M 1" X 1 in FRAME W/ SQUARE EDGE GWB SURFACE PAINTED TO MATCH WALLS FIXTURE VENDER PROVIDERS AND INSTALLS FRAME GC PAINTS FRAME TO MATCH WALLS 7'-9 1/4" t 7'-6 1/4" INSIDE OF FRAME HOLD TO EXACTLY MAGNETIC 'PAINT' SUPPLIED BY OWNER INSTALLED BY GC 9 3/4" CENTER OF PIN 1 1/2" EQ 7'-5 1/4" ACRYLIC BROCHURE HOLDER BY OWNER, GC TO PROVIDE BLOCKING , CENTER BELOW GRAPHIC FRAME EQ IGWB PAINTED co L ---J ELEVATION Eo h co 5 718" t 9 3/4" RACK CUT DETAIL BROCHURE RACK FIXTURE FX -9 SCALE: NTS Wri i 1 1/8" / WOOD LEDGE PAINTED BACKER l L J SECTION WOOD RACK LEDGE, PROVIDED AND INSTALLED BY FIXTURE VENDER. PAINTED BY GC TO MATCH WALL REVIEWED FOR CODE COMPLIANCE APPROVED OCT 18 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 2 2 2017 PERMIT CENTER bri oz.s 6) 6294 REGISTERED ARCHITECT KEITH L. SMITH STATE OF WASHINGTON with 1725 westlake avenue n suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith@smithco.org http://www.smithco.org/ 321 third ave. S. V PERMIT DRAWINGS PLOT DATE: 9/20/17 ISSUE DATE: w IY U w CO m W0°W ZZ U C7) Z 0 0 U) c 0 a) N M SPRINKLER NOTES A.LANDLORD APPROVED CONTRACTOR SHALL BE EMPLOYED BY THE TENANT TO MODIFY, INSTALL SYSTEM AND PREPARE CONTRACTS DOCUMENTS FOR CODE AND LANDLORD'S INSURER APPROVAL. B. ALL WORK SHALL BE SCHEDULED WITH LANDLORD'S FIELD REPRESENTATIVE. C.ALL SYSTEMS SHALL BE CHARGED AND OPERATIONAL WHEN THE CONTRACTOR IS NOT ON THE PREMISES. D.SPRINKLER CONTRACTOR SHALL INCLUDE A REFLECTED CEILING PLAN WHICH REVEALS THE LOCATION OF ALL THE RELEVANT EXISTING SPRINKLER HEADS, LIGHT FIXTURES, AIR SUPPLY DIFFUSERS, RETURN GRILLES AND EXISTING ITEMS, SUCH AS DUCTWORK THAT MIGHT DEFLECT SPRINKLER'S SPRAY PATTERNS. VERIFY HEIGHT OF SPRINKLER HEADS ABOVE STORAGE PLATFORMS. E. SPRINKLER CONTRACTOR SHALL PROVIDE A SPRINKLER DESIGN AND AN INSTALLED SYSTEM ACCORDING TO NFPA 13. F. STORAGE HEIGHT SHALL BE A MINIMUM OF 18" BELOW THE SPRINKLER HEAD. THE REAR STORAGE WALLS SHALL BE MARKED TO INDICATE STORAGE HEIGHT, MAINTAINING THE 18" BELOW THE SPRINKLER HEADS. GENERAL NOTES: A. INSTALL VOLUME DAMPER IN DUCT TAKE -OFF TO EACH DIFFUSER, GRILLE, AND REGISTER. B. ALL DUCT DIMENSIONS ARE CLEAR INSIDE DIMENSIONS. CONTRACTOR MAY, AT HIS OPTION, REPLACE RECTANGULAR DUCTWORK SHOWN WITH ROUND, SPIRAL DUCT OF EQUIVALENT CAPACITY. C. IN GENERAL, ALL PIPING AND DUCTWORK SHALL BE RUN CONCEALED IN SUSPENDED CEILING SPACES AND IN SHAFTS PROVIDED UNLESS NOTED OR INDICATED OTHERWISE. D. VERIFY ALL DUCT CONNECTION SIZES TO FANS, COILS, AND EXISTING DUCTWORK. E. COOPERATE WITH THE OTHER TRADES TO ELIMINATE ANY CONFLICTS BETWEEN PIPING, DUCTWORK, STRUCTURAL, ELECTRICAL WORK, ETC. F. DIFFUSER, REGISTER, AND SPRINKLER HEAD LOCATIONS SHALL BE COORDINATED WITH LIGHT FIXTURE LOCATIONS AND SHALL BE IN ACCORDANCE WITH CEILING PATTERNS AS SHOWN ON ARCHITECTURAL REFLECTED CEILING PLANS. G. ALL SQUARE DIFFUSERS SHALL HAVE THE AIR VOLUME EQUALLY IN FOUR DIRECTIONS UNLESS INDICATED OTHERWISE. H. MECHANICAL CONTRACTOR TO VERIFY RATINGS OF ALL WALLS WITH ARCHITECTURAL DRAWINGS. SEAL PIPE PENETRATIONS TO MATCH THE WALL RATINGS. PROVIDE ALL SUPPLY AND RETURN DUCTS PASSING THROUGH FIRE RATED WALLS WITH APPROVED FIRE• DAMPERS. I. RUNOUTS TO DIFFUSERS SHALL BE THE SAME SIZE AS THE DIFFUSERS NECK SIZE. J. TENANTS CONTRACTORS SHALL VERIFY WITH HVAC PLAN TO COORDINATE THE REQUIREMENT OF PLENUM RATED FIXTURES, PIPING, WIRING, ETC. FAILURE TO DO SO COULD RESULT IN THE REMOVAL AND REPLACEMENT OF THESE ITEMS AT NO ADDITIONAL COST TO THE TENANT - NO PVC PIPING ALLOWED IN PLENUM. K. CONTRACTOR SHALL STENCIL TENANT NAME AND SPACE NUMBER ON UNIT. L. THE TENANTS MECHANICAL CONTRACTOR SHALL GO TO THE SITE AND VERIFY THE SIZE, DESIGN, SUPPORT AND LOCATION FOR ALL EXISTING AND FUTURE MECHANICAL EQUIPMENT AND UTILITY TAPS PRIOR TO ANY EQUIPMENT ORDERING, WORK, DUCTWORK FABRICATION ETC. NOTIFY THE TENANTS PROJECT MANAGER OR PROJECT ENGINEER IMMEDIATELY WITH ANY DISCREPANCIES. FAILURE TO DO SO COULD RESULT IN EQUIPMENT AND/OR MATERIALS REPLACEMENT AT NO ADDITIONAL EXPENSE TO THE TENANT. M. ALL EQUIPMENT, INSTALLATIONS, AND MATERIAL SHALL COMPLY WITH ALL APPLICABLE LOCAL CODES AND LANDLORD CRITERIA. N. REMOVE ALL UNUSED PIPING, DUCTWORK, AND ACCESSORIES - DO NOT ABANDON. 0. VERIFY LOCATION OF ANY PENETRATION THRU ROOF WITH LANDLORD. ALL ROOF PENETRATIONS, PATCHING, AND FLASHING SHALL BE BY LANDLORD'S ROOFER AT MECHANICAL CONTRACTOR EXPENSE. P. PRIOR TO OCCUPANCY OF THE PREMISES, GENERAL CONTRACTOR IS REQUIRED TO PROVIDE AN AIR BALANCE REPORT. A MALL APPROVED, INDEPENDENT, CERTIFIED AIR -BALANCE COMPANY MUST PERFORM THE TEST REPORT. PROVIDE COPY TO MALL OPERATIONS DIRECTOR. I TRANSFER FAN SCHEDULE EQUIP NO MANUF. MODEL NO TYPE CFM EXT SP HP RPM TIP SPEED DRIVE VOLT/ PHASE ACCESSORIES ACCESSORIES ACCESSORIES UNIT WEIGHT TOTAL SENSIBLE INPUT OUTPUT(LBS)VOLT/PH/HZ WHITE RTU -1 YORK DFO90 VERTICAL 7.5 TF -1 GREENHECK SQ -120 -VG INLINE 1300 0.5 1/2 1433 4925 DIRECT SEE ELEC 1, 2 SEE ELEC 1, 2, 5, 6 EF -2 GREENHECK G -80 -VG PRV 275 0.5 1/10 1619 -- ACCESSORIES: WITH SPEED DIAL MOUNTED ON MOTOR. REVERSE ACTING THERMOSTAT IN SERVER ROOM. 1. VARI-GREEN MOTOR 2. FAN CONTROLLED BY EXHAUST FAN SCHEDULE MARK EQUIP NO MANUF. MODEL NO TYPE CFM EXT SP HP (INPUT WATTS) RPM TIP SPEED DRIVE VOLT/ PHASE ACCESSORIES ACCESSORIES UNIT WEIGHT TOTAL SENSIBLE INPUT OUTPUT(LBS)VOLT/PH/HZ WHITE RTU -1 YORK DFO90 VERTICAL 7.5 0.5 3000 EF -1 GREENHECK G -130 -VG PRV 1440 0.5 1/2 1421 -- DIRECT SEE ELEC 1, 2, 5, 6 EF -2 GREENHECK G -80 -VG PRV 275 0.5 1/10 1619 -- DIRECT SEE ELEC 1, 3, 5, 6 EF -3 GREENHECK SP -80 -VG CEILING 80 0.25 (6.1) 935 -- DIRECT SEE ELEC 1, 3, 4 EXIST. ACCESSORIES: CONTROLLER ON MOTOR. -3 -EX. DURING OCCUPIED HOURS. LOW LEAKAGE MOTORIZED DAMPER ON EXHAUST DUCTWORK DOWNSTREAM OF EXHAUST FAN. DAMPER SHALL BE FAN MOTOR TO OPEN WHEN FAN IS ENERGIZED, AND CLOSE WHEN FAN IS DE -ENERGIZED. PROVIDE ALL CONTROL ETC. AS REQUIRED FOR DAMPER OPERATION. COORDINATE WITH ELECTRICAL CONTRACTOR. LOW LEAKAGE MOTORIZED DAMPER. DAMPER SHALL BE INTERLOCKED WITH FAN MOTOR TO OPEN WHEN FAN IS WHEN FAN IS DE -ENERGIZED. PROVIDE ALL CONTROL COMPONENTS, TRANSFORMER, ETC. AS REQUIRED FOR COORDINATE WITH ELECTRICAL CONTRACTOR. AND BIRDSCREEN. EXIST. 1. EC MOTOR WITH SPEED 2. INTERLOCK WITH RTU 3. FAN TO OPERATE CONTINUOUSLY 4. PROVIDE CLASS I, INTERLOCKED WITH COMPONENTS, TRANSFORMER, 5. PROVIDE CLASS I, ENERGIZED, AND CLOSE DAMPER OPERATION. 6. PROVIDE ROOF CURB KEY NOTES: O1 EXISTING GAS HEAT ROOFTOP UNIT TO BE REUSED - SEE SCHEDULE FOR AIR BALANCE AND REFURBISHING REQUIREMENTS. VERIFY EXISTING DUCT SMOKE DETECTOR, PROVIDE NEW IF REQUIRED. VERIFY EXACT LOCATION ON SITE. O2 EXHAUST FAN PROVIDED BY CONTRACTOR. EXTEND NEW 6"0 DUCT FROM THE EXHAUST FAN UP THRU ROOF TO GOOSENECK WITH BIRD SCREEN. • EXHAUST FAN PROVIDED BY CONTRACTOR - REMOVE EXISTING EXHAUST FAN, CURB, ASSOCIATED DUCTWORK AND THERMOSTAT, AND PROVIDE NEW EXHAUST FAN ON NEW CURB AS SCHEDULED. ORELOCATE EXISTING THERMOSTAT TO LOCATION SHOWN - MOUNTED AT 4'-0" A.F.F. CONFIRM OPERATION OF EXISTING THERMOSTAT PRIOR TO REUSE. • INSTALL NEW SPIN -IN TAKE OFF IN SUPPLY AIR DUCTWORK. PROVIDE MANUAL VOLUME DAMPER. (TYPICAL FOR ALL) O FLEX DUCT 5'-0" MAX LENGTH. TYPICAL FOR ALL. • RELOCATE EXISTING DIFFUSER AS SHOWN. EXTEND NEW DUCTWORK TO NEW LOCATION. O SUPPLY AIR DUCTWORK TO BE INSTALLED AS HIGH AS POSSIBLE. COORDINATE EXACT ROUTING AND HEIGHT OF STRUCTURE IN FIELD. O SUPPLY AIR DUCTWORK TO BE INSTALLED ABOVE GLOBE CEILING ELEMENT. COORDINATE HEIGHT WITH ARCHITECTURAL SHEETS. 10 18/26 RA OPENING ON TOP OF DUCT. COVER OPENING WITH 1/2" X 1/2" WIRE MESH. CONNECT NEW DUCT TO EXISTING DUCT DROP WITH TRANSITION - DO NOT "HARD TAP" DROPS FROM UNIT. VERIFY EXISTING DROP SIZE IN FIELD. 12 SERVICE AND CLEAN EXISTING WALL HEATER TO REMAIN. REPLACE AND REPAIR UNIT COMPONENTS AS REQUIRED TO MAKE UNIT FULLY FUNCTIONAL, INCLUDING BUT NOT LIMITED TO: FAN, BEARINGS, MOTOR, ELEMENTS, OPERATING AND SAFETY CONTROLS. 13 EXHAUST FAN PROVIDED BY CONTRACTOR - NEW EXHAUST FAN ON NEW CURB AS SCHEDULED. 14 RETURN AIR GRILLE CONNECTION SHALL BE GALV. SHEET DUCT. FLEX DUCT IS NOT ACCEPTABLE (TYPICAL). 15 CONTRACTOR MAY, AT THEIR OPTION, REUSE EXISTING SUPPLY OR RETURN AIR DUCTWORK IN SPACE, PROVIDED IT IS OF EQUIVALENT SIZE TO NEW DUCTWORK SHOWN, AND PROVIDED IT IS ROUTED AS HIGH AS POSSIBLE. CONTRACTOR SHALL REMOVE ALL UNUSED PORTIONS OF EXISTING DUCTWORK. 16 ALL EXPOSED SUPPLY DUCTWORK IN SALES AREA MUST BE ROUND SPIRAL. SQUARE DUCT IS NOT APPROVED. ROUND SPIRAL SHALL BE SINGLE WALL, GALVANIZED STEEL, SPIRAL LOCK SEAM CONSTRUCTION. ALL DUCTWORK AND FITTINGS SHALL BE MANUFACTURED IN ACCORDANCE WITH SMACNA'S HVAC DUCT CONSTRUCTION STANDARDS LATEST EDITION. ALL EXPOSED ROUND DUCTWORK AND FITTINGS IN THE SALES AREA SHALL BE CLEANED OF ALL OILS AND COATINGS PRIOR TO INSTALLATION AND PROVIDED WITH A MILL PHOSPHATIZED FINISH ("PAINT GRIP", "ZINC GRIP", OR SIMILAR ETCH TREATMENT) TO ALLOW THE DUCTWORK TO BE PAINTED. 17 EXISTING SUPPLY DUCT TO REMAIN. VERIFY SIZE AND ROUTING IN FIELD. 18 NEW TRANSFER FAN. HANG FROM STRUCTURE ABOVE WITH VIBRATION ISOLATORS AS HIGH AS POSSIBLE. VERIFY EXACT LOCATION IN FIELD, LOCATION ON DRAWINGS IS APPROXIMATE ONLY. 19 PROVIDE REVERSE ACTING THERMOSTAT FOR TF -1. MOUNT AT 48" A.F.F. - THERMOSTAT SHALL BE SET TO 807. UPON A RISE IN ROOM TEMPERATURE ABOVE THE SETPOINT THE FAN SHALL ENERGIZE AND CONTINUE TO RUN UNTIL ROOM TEMPERATURE DROPS BELOW SETPOINT. Qo EXTEND TRANSFER AIR DUCT OF SIZE SHOWN BETWEEN TRANSFER GRILLES. TRANSITION AS REQUIRED. LINE DUCT WITH 1" ACOUSTIC LINER. 21 SERVICE AND CLEAN EXISTING FAN AND ASSOCIATED DUCTWORK TO REMAIN. REPLACE AND REPAIR UNIT COMPONENTS AS REQUIRED TO MAKE UNIT FULLY FUNCTIONAL, INCLUDING BUT NOT LIMITED TO: FANS, BELTS, BEARINGS, DAMPERS, MOTORS, OPERATING AND SAFETY CONTROLS. 2Q RELOCATE EXISTING THERMOSTAT TO LOCATION SHOWN - MOUNTED ON CEILING. CONFIRM OPERATION OF EXISTING THERMOSTAT PRIOR TO REUSE. EXISTING ROOFTOP UNIT SCHEDULE (GAS HEAT/ELEC. COOL) MARK MFG/ MODEL DISCHARGE TONS ESP CFM OUTSIDE AIR CFM ENTERING AIR CONDITIONS GROSS COOLING CAPACITY (MBH) EER 0 ARI HEATING CAPACITY AFUE % ELECTRICAL ACCESSORIES UNIT WEIGHT TOTAL SENSIBLE INPUT OUTPUT(LBS)VOLT/PH/HZ WHITE RTU -1 YORK DFO90 VERTICAL 7.5 0.5 3000 1055 79.4E DB 64.4 WB ©92F AMBIENT EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. SEE ELEC. 1, 2 EXIST. RTU -2 YORK DF090 VERTICAL 7.5 0.5 3000 485 77.7E DB 64.3 WB ® 92F AMBIENT EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. SEE ELEC. 1, 2 EXIST. RTU -3 YORK DM036 VERTICAL 3.0 0.5 1440 15 79.4E DB 64.4 WB © 92F AMBIENT EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. SEE ELEC. 1, 2 EXIST. RTU -4 YORK ZFO60 VERTICAL 5.0 0.5 2000 170 76.8E DB 63.8 WB © 92F AMBIENT EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. SEE ELEC. 1, 2 EXIST. NOTE: MECHANICAL CONTRACTOR SHALL PERFORM SERVICE AND REPAIR OF THE EXISTING ROOF TOP UNIT AND ITS ACCESSORIES AS FOLLOWS, BUT ARE NOT LIMITED TO: CLEAN ALL COILS, THE FILTERS AND BELTS, INSPECT, REPAIR OR REPLACE DRIVES, FAN BEARINGS, MOTORS, CONTROL COMPONENTS, VALVES AND ANY OTHER ITEM NECESSARY FOR A COMPLETE AND OPERATING SYSTEM. THIS CONTRACTOR SHALL ALSO VISIT THE SITE PRIOR TO BIDDING AND VERIFY ALL EXISTING SITE CONDITIONS. • WORK, EQUIPMENT, AND ACCESSORIES TO BRING EXISTING SYSTEM TO GOOD WORKING CONDITION SHALL BE COVERED UNDER CONTRACTOR'S ORIGINAL BID AND AT NO ADDITIONAL CONTRACTOR SHALL VERIFY ALL ON SITE CONDITIONS PRIOR TO BID. 1. THE REPLACE PROPER 2. ALL EXPENSE. B -12X& 300 ohm �� TIN A 8 12/12 t�°Il& lit B -12X8 300 B -12X8 200 D -24K12 -12X8 B -12X8 C ncn 135 D -24X24 14401:, E -24X1 -I 4iitry IN '= 2/12 ■� -Hum ••':1 DIFFUSER, GRILLE & REGISTER SCHEDULE DIFF. TAG MOUNTING TYPE DESCRIPTION FINISH MANUF MODEL NO SIZE NOTES: A LAY -IN SUPPLY WHITE TITUS TMS 24" X 24" 1 B DUCT MOUNT SUPPLY WHITE TITUS 300RS AS SHOWN 3 C EXISTING SUPPLY/RETURN EXISTING EXISTING EXISTING EXISTING 5 D LAY -IN RETURN WHITE TITUS 50F AS SHOWN 2 E LAY -IN TRANSFER WHITE TITUS 5OF AS SHOWN 2 F LAY -IN EXHAUST WHITE TITUS 35ORL 12" X 12" 4 G SURFACE TRANSFER/EXHAUST WHITE TITUS 35ORL AS NOTED 4 NOTES: AIR DIFFUSER WITH OPPOSED BLADE DAMPER. X 1/2" X 1/2" EGGCRATE RETURN/TRANSFER AIR GRILLE. DEFLECTION SUPPLY AIR REGISTER WITH INTEGRAL OPPOSED BLADE DAMPER. DEFLECTION GRILLE. SUPPLY DIFFUSER/RETURN GRILLE TO REMAIN - REBALANCE AS SHOWN. BRING TO 'LIKE -NEW' CONDITION - WITH LIKE MODEL AS REQUIRED PER SITE CONDITIONS. 1. SUPPLY 2. 1/2" 3. DOUBLE 4. 35' 5. EXISTING REPLACE a« -oz.s REVIEWED FOR CODE COMPLIANCE APPROVED OCT 18 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 222017 PERMIT CENTER OID.O. 860 WAo' .0114 342.142. 00,. '•80000 4695De -Grep��MStel �, *•nTrus�CcSUn :,Del 20 3.674,8:3.A:76 S/pNZ0�, DUNHAM C900001 Hated Dunham Associates, Inc. 50 South Sixth Street / Suite 1100 Minneapolis, Minnesota 55402-1540 PHONE 612.465.7550 FAX 612.465.7551 WEB dunhameng.com mechanical + electrical consulting engineering DUNHAM PROJECT NO.: 0418995-126 ui ai cca L.o :E M M w Lai gM CO Co Co r 0) (I) 0 z_ 0 F- 2 2 0 -J LI L1J 0 0 O PLOT DATE: ti N w w o w w O m } Q w m mo o z w U (L9 O Q U c co z ^J I. U O BALANCING DAMPER WITH LOCKING QUADRANT FLEXIBLE DUCT, 6'-0" MAXIMUM LENGTH, MAXIMUM ALLOWABLE OFFSET FROM CENTERLINE TO BE HALF OF NECK DIAMETER ROUND RIGID DUCT DIFFUSER NOTE: CONICAL TAKEOFF WORM DRIVE CLAMPS OR DRAWBANDS AND ADHESIVE Z--FLEXIBLE DUCT SUPPLY DUCT 1. TOP DETAIL IS TO BE FOLLOWED WHEN CENTERLINE OF DIFFUSER IS UNDER THE DUCT ENOUGH TO PERMIT A BOTTOM TAKEOFF WITH A FLEXIBLE DUCT OFFSET OF LESS THAN HALF THE NECK DIAMETER. BOTTOM DETAIL TO BE USED IN ALL OTHER CASES CEILING DIFFUSER RUNOUT DETAIL NO SCALE SEAL DUCTWORK WATER -TIGHT GOOSENECK COUNTER FLASHING BY MECHANICAL CONT.' CURB FURNISHED BY MECHANICAL CONT. TO THE GENERAL CONTRACTOR FOR INSTALLATION. "et. EXHAUST DUCT W/ EXTERNAL INSULATION 24" DIAMETER SEE PLAN ■ GOOSENECK VENT THRU ROOF NO SCALE BIRDSCREEN VENTILATION CALCULATION Office Area a-- SUPPLY AIR Occupant density = 5/1000 sq.ft. ---® EXHAUST DUCT DOWN, NEGATIVE PRESSURE RETURN AIR Subtotal 3 Ventilation Effectiveness Total OA (CFM) Room Tag Area (sq.ft.) CFM/sqft Subtotal 1 People CFM/person Subtotal 2 (Subl+Sub 2) 106 1820 0.06 109 9 5 45 154 0.8 193 122 895 0.06 54 4 5 20 74 0.8 93 Conference rooms Occupant density= 50/1000 sq.ft. TURNING VANES Ventilation Effectiveness Total OA (CFM) Room Tag Area (sq.ft.) CFM/sqft Subtotal 1 People CFM/person Subtotal 2 Subtotal 3 101 100 0.06 6 5 5 25 31 0.8 39 102 245 0.06 15 12 5 60 75 0.8 94 103 120 0.06 7 SUPPLY DUCT UP, POSITIVE PRESSURE 6 5 30 37 0.8 46 104 105 0.06 6 S 5 5 25 31 0.8 39 107 35 0.06 2 4 POINT OF DISCONNECTION 2 5 10 12 0.8 15 108 60 0.06 4 3 5 15 19 0.8 24 123 105 0.06 6 5 6 30 36 0.8 45 124 115 0.06 7 6 5 30 37 0.8 46 Sales I Occupant density =15/1000 sq.ft. Ventilation Effectiveness Total OA (CFM) Room Tag Area (sq.ft.) CFM/sqft Subtotal 1 People CFM/person Subtotal 2 Subtotal 3 100 3340 0.12 401 50 7.5 375 776 0.8 970 Warehouse/storage Ventilation Effectiveness Total OA (CFM) Room Tag Area (sq.ft.) CFM/sqft Subtotal 1 Subtotal 3 111 300 0.06 18 18 0.8 23 118 95 0.06 6 6 0.8 8 119 200 0.06 12 12 0.8 15 Corridor Ventilation Effectiveness Total OA (CFM) Room Tag Area (sq.ft.) CFM/sqft Subtotal 1 Subtotal 3 110 345 0.06 21 21 0.8 26 120/121 415 0.06 25 25 0.8 31 Print 1 Occupant density =4/1000 sq.ft. Ventilation Effectiveness Total OA (CFM) Room Tag Area (sq.ft.) CFM/sqft Subtotal 1 People CFM/person Subtotal 2 Subtotal 3 105 95 0.06 6 1 5 5 11 0.8 14 Print exhaust Total OA for entire space (CFM) 1721 Room Tag Area (sq.ft.) CFM/sqft Total Total OA provided to space (CFM) 1725 105 95 0.5 48 exhaust Mop sink room exhaust Room Tag Area (sq.ft.) CFM/sqft Total 117 40 1 40 exhaust Toilet room exhaust Room Tag Fixture CFM/fixture Total 112-115 4 50 200 exhaust Kichenette exhaust Room Tag Area (sq.ft.) CFM/sqft Total 109 185 1 185 exhaust SLEEVE 16 GAUGE FOR ALL DUCTS UNDER 24" HEIGHT AND 36" WIDTH, ALL LARGER DUCTS USE 14 GAUGE. 1/8" MAXIMUM VOID BETWEEN SLEEVE AND STRUCTURE PROVIDE SHEET METAL EXTENSION OF EQUAL OR GREATER GAUGE AS DUCT is TRUCTUR 21i RETAINING MINIMUM ANGLE 1-1/2"x 1-1/2"x1/8", 14 GAUGE. ANGLE 1" MINIMUM AND COVER CORNERS OF OPENINGS. SECURE ANGLE TO SLEEVE ONLY ON 8" CENTERS WITH #10 STEEL SCREWS. SECURE FIRE DAMPER TO SLEEVE ON 8" CENTERS WITH #10 STEEL SCREWS. SCREWS MUST NOT INTERFERE WITH DAMPER OPERATION. FIRE DAMPER CENTERED IN SLEEVE - FLAT DRIVE (TYPICAL SIDES) S -SLIP (TYPICAL TOP AND BOTTOM) - SLEEVE MUST EXTEND 6" MINIMUM PAST BOTH SIDES OF STRUCTURE FIRE DAMPER DETAIL NO SCALE C) C) PROVIDE ACCESS DOOR WITH "FIRE DAMPER" LABEL. LOCATE ON SIDE OR BOTTOM OF DUCT. DOOR SIZE MUST PERMIT ACCESS AND RESETTING TO EACH DAMPER SECTION. MECHANICAL SYMBOLS LEGEND 4-71 a-- SUPPLY AIR <--0- ---® EXHAUST DUCT DOWN, NEGATIVE PRESSURE RETURN AIR EXHAUST AIR FLEXIBLE DUCTWORK CONNECTION TO UNIT DIF-S STANDARD BRANCH, NO SPLITTER - S " ; }-{ `J�. -�+I SUPPLY FLOW TO RIGHT - RETURN/EXHAUST FLOW TO LEFT Ci SUPPLY DIFFUSER/REGISTER BLANKOFF INDICATED SHADED Jr S 3.4 BELLMOUTH WITH BALANCING DAMPER TYPENECK SIZE „.....Th FLEXIBLE DUCT 375 SUPPLY DIFFUSER DIFFUSER AIRFLOW (CFM) TYPE - NECK SIZE X-10 RETURN S 16 S-1 a GRILLE/REGISTER 200 RETURN AIRFLOW (CFM) TURNING VANES TYPE - NECK SIZE >,(--5g EXHAUST GRILLE/REGISTER EXHAUST AIRFLOW (CFM) 4 f 4. MANUAL VOLUME DAMPER S--r>--S CONCENTRIC DUCT TRANSITION jarl. MD 4 i. MOTORIZED DAMPER s.--�-� ECCENTRIC DUCT TRANSITION FD + FIRE DAMPER & ACCESS PANEL so SMOKE DETECTOR 0 THERMOSTAT SUPPLY DUCT UP, POSITIVE PRESSURE EXISTING DUCT TO REMAIN 4--N S RETURN DUCT UP, NEGATIVE PRESSURE 3. EXISTING DUCT TO BE REMOVED 5---® EXHAUST DUCT UP, NEGATIVE PRESSURE 0 POINT OF CONNECTION, NEW TO EXISTING •M 5---® SUPPLY DUCT DOWN, POSITIVE PRESSURE 4 POINT OF DISCONNECTION S-® RETURN DUCT DOWN, NEGATIVE PRESSURE bi3vaaps RECEIVED CITY OF TUKWILA SEP 2 2 2017 PERMIT CENTER Ory 'IrinAtz 3218 8000 7t65 N=OtU1 US r •tel r •> «- denTru CES U t. Date: bp'.r + - 8:49.0910`Q'r„ 0� , 38672 •t� o', ** �..,�IS'I'E¢.•' 11N;;Z... � El DUNHAM Dunham Associates, Inc. 50 South Sixth Street / Suite 1100 Minneapolis, Minnesota 55402-1540 PHONE 612.465.7550 FAX 612.465.7551 WEB dunhameng.com mechanical + electrical consulting engineering DUNHAM PROJECT NO.: 0418995-126 U W rn�� Qw W z o0 I- w ZO rn W x <C 015 N� =OBJD 12-2 DEVELOPMENT DRAWINGS PLOT DATE: t` o w w O co Q ww m M Z Z w 0 0 o o 2 N M SION 15000 - MECHANICAL TION 15001 - BASIC MECHANICAL REQUIREMENTS GENERAL CONDITIONS 1. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND ALL OTHER SPECIFICATION SECTIONS, APPLY TO THIS AND THE OTHER SECTIONS OF DIVISION 15000. 2. THE CONTRACTOR FOR THIS DIVISION OF WORK IS REQUIRED TO READ THE SPECIFICATIONS AND REVIEW DRAWINGS FOR ALL DIVISIONS OF WORK AND IS RESPONSIBLE FOR THE COORDINATION OF THEIR WORK AND THE WORK OF THEIR SUBCONTRACTORS WITH ALL DIVISIONS OF WORK. IT IS THIS CONTRACTORS RESPONSIBILITY TO PROVIDE THEIR SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. 3. THIS CONTRACTOR IS RESPONSIBLE FOR SCHEDULING THE COMPLETION AND INSPECTION OF THEIR WORK AND THE WORK OF THEIR SUBCONTRACTORS TO COMPLY WITH THE SCHEDULE AND THE PROJECT COMPLETION DATE. 4. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTAL OF BID TO DETERMINE CONDITIONS AFFECTING THE WORK. ANY ITEMS WHICH ARE NOT COVERED IN THE BID DOCUMENTS OR ANY PROPOSED SUBSTITUTIONS SHALL BE LISTED SEPARATELY AND QUALIFIED IN THE CONTRACTORS BID. SUBMITTAL OF BID SHALL SERVE AS EVIDENCE OF KNOWLEDGE OF EXISTING CONDITIONS AND ANY MODIFICATIONS WHICH ARE REQUIRED TO MEET THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. FAILURE TO VISIT THE SITE DOES NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY IN PERFORMANCE OF WORK. 5. REFER TO RESPONSIBILITY SCHEDULE FOR INFORMATION IN REGARD TO RESPONSIBILITY OF WORK OR ITEMS WHICH MAY AFFECT BID. TION 15002 - GENERAL REQUIREMENTS 1. THIS CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION, INCIDENTALS AND DETAILS NECESSARY TO PROVIDE A COMPLETE MECHANICAL SYSTEM AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS. ALL WORK NOT SPECIFICALLY NOTED AS BEING BY THE LANDLORD OR TENANT SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR. CLOSELY COORDINATE THE ENTIRE INSTALLATION WITH THE LANDLORD AND THE TENANT PROJECT MANAGER, AS REQUIRED. 2. DRAWINGS AND SPECIFICATIONS ARE TO BE CONSIDERED AS SUPPLEMENTING EACH OTHER. WORK SPECIFIED BUT NOT SHOWN ON DRAWINGS, OR SHOWN ON DRAWINGS BUT NOT SPECIFIED, SHALL BE PERFORMED OR FURNISHED AS THOUGH MENTIONED IN BOTH SPECIFICATIONS AND DRAWINGS. IF NOT OTHERWISE DIRECTED, INSTALLATION OF ALL SYSTEMS AND EQUIPMENT SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE WORK DESCRIBED IN THE SPECIFICATIONS IS IN CONFLICT WITH THE WORK SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL SUPPLY THE GREATER QUANTITY, QUALITY AND COST VIA THE BID AND CONTACT THE ENGINEER FOR CLARIFICATION ON DIRECTION PRIOR TO INSTALLATION. 3. WHERE THE DRAWINGS OR SPECIFICATIONS CALL FOR ITEMS WHICH EXCEED CODES OR THE LANDLORD'S TENANT CRITERIA, THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING THE SYSTEM WITH THE MORE STRINGENT REQUIREMENTS AS DESIGNED AND DESCRIBED ON THESE DRAWINGS, UNLESS SPECIFICALLY NOTED OTHERWISE. 4. ALL MECHANICAL WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATING, SERVICING, MAINTAINING, AND REPAIRING. THIS CONTRACTOR IS RESPONSIBLE FOR PROVIDING ACCESS PANELS FOR SUFFICIENT SERVICE ACCESS TO ALL EQUIPMENT. 5. ALL WORK SHALL BE PERFORMED IN A NEAT PROFESSIONAL MANNER USING GOOD ENGINEERING AND CONSTRUCTION PRACTICES. 6. UNLESS SPECIFICALLY NOTED OTHERWISE, MATERIALS, PRODUCTS, AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW, UNDERWRITERS LABORATORIES LISTED AND LABELED AND SIZED IN CONFORMITY WITH REQUIREMENTS OF STATE AND LOCAL CODES, WHICHEVER IS MORE STRINGENT. TION 15003 - CODES 1. ALL WORK SHALL CONFORM TO THE LANDLORDS' CRITERIA, THE STATE'S, COUNTY'S, CITY'S AND LOCAL CODES AND ORDINANCES, SAFETY AND HEALTH CODES, NFPA CODES, ENERGY CODES AND ALL OTHER APPLICABLE CODES AND REQUIREMENTS. THIS CONTRACTOR SHALL INQUIRE INTO AND COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS. THIS CONTRACTOR SHALL INCLUDE ANY CHANGES REQUIRED BY CODES IN THE BID AND IF THESE CHANGES ARE NOT INCLUDED IN THE BID, THEY MUST BE QUALIFIED AS A SEPARATE LINE ITEM IN THE BID. AFTER CONTRACT IS ISSUED, NO ADDITIONAL COST DUE TO CODE ISSUES SHALL BE REIMBURSED BY TENANT TO THE CONTRACTOR. TION 15004 - LICENSES, PERMITS, INSPECTIONS & FEES 1. THIS CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS, INSPECTIONS, AND FEES REQUIRED OR RELATED TO THEIR WORK. 2. FURNISH TO TENANT'S PROJECT MANAGER ALL CERTIFICATES OF INSPECTION AND FINAL INSPECTION APPROVAL AT COMPLETION OF PROJECT. TION 15005 - TRADE NAMES, MANUFACTURERS AND SHOP DRAWINGS 1. WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE DRAWINGS OR IN THE SPECIFICATIONS, THE EXACT EQUIPMENT SHALL BE USED AS A MINIMUM FOR THE BASE BID. MANUFACTURERS CONSIDERED AS AN EQUAL OR BETTER IN ALL ASPECTS TO THAT SPECIFIED WILL BE SUBJECT TO APPROVAL IN WRITING BY TENANT'S PROJECT MANAGER THROUGH PRIOR SHOP DRAWING SUBMITTAL PROCESS, FOR ACCEPTANCE. THE USE OF ANY UNAUTHORIZED EQUIPMENT SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 2. MECHANICAL CONTRACTOR SHALL SUBMIT ONLY SUBSTITUTION REQUESTS TO TENANT'S PROJECT MANAGER FOR APPROVAL. SUBMISSIONS SHALL BE MADE EARLY ENOUGH IN PROJECT TO ALLOW FOUR (4) WORKING DAYS FOR TENANT'S PROJECT MANAGER'S REVIEW WITHOUT CAUSING DELAYS OR CONFLICTS TO THE JOB'S PROGRESS. SUBMITTALS SHALL BEAR THE STAMP OF GENERAL CONTRACTOR AND THE SUB -CONTRACTOR SHOWING THAT THEY HAVE REVIEWED AND CONFIRMED THAT THE SUBMITTALS ARE IN CONFORMANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS OR INDICATE WHERE EXCEPTIONS HAVE BEEN TAKEN. TION 15006 - GUARANTEE 1. THIS CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORK PROVIDED UNDER THEIR CONTRACT AND SHALL MAKE GOOD, REPAIR OR REPLACE AT THEIR OWN EXPENSE, ANY DEFECTIVE WORK, MATERIAL, OR EQUIPMENT WHICH MAY BE DISCOVERED WITHIN A PERIOD OF 12 MONTHS FROM THE DATE OF ACCEPTANCE (IN WRITING) OF THE INSTALLATION BY TENANT'S PROJECT MANAGER. EXTENDED WARRANTIES ARE AS SPECIFIED WITH INDIVIDUAL EQUIPMENT. TION 15007 - RECORD DRAWINGS THIS CONTRACTOR SHALL MAINTAIN ONE COPY OF DRAWINGS ON THE JOB SITE TO RECORD DEVIATIONS FROM CONTRACT DRAWINGS, SUCH AS: 1. LOCATION OF CONCEALED PIPING VALVES AND DUCTS. 2. REVISIONS, ADDENDUMS, AND CHANGE ORDERS. 3. SIGNIFICANT DEVIATIONS MADE NECESSARY BY FIELD CONDITIONS, APPROVED EQUIPMENT SUBSTITUTIONS, AND CONTRACTOR'S COORDINATION WITH OTHER TRADES. AT COMPLETION OF THE PROJECT AND BEFORE FINAL APPROVAL, THE CONTRACTOR SHALL MAKE ANY FINAL CORRECTIONS TO DRAWINGS AND CERTIFY THE ACCURACY OF EACH PRINT BY SIGNATURE THEREON. ONE COPY OF THE MOST RECENT SET OF DRAWINGS WITH TEMPERATURE CONTROL DRAWINGS INCLUDED SHALL BE DELIVERED TO TENANT'S PROJECT MANAGER. TION 15008 - DISCREPANCIES IN DOCUMENTS 1. DRAWINGS AND SPECIFICATIONS ARE TO BE CONSIDERED AS SUPPLEMENTING EACH OTHER. WORK SPECIFIED BUT NOT SHOWN ON DRAWINGS, OR SHOWN ON DRAWINGS BUT NOT SPECIFIED, SHALL BE PERFORMED OR FURNISHED AS THOUGH MENTIONED IN BOTH SPECIFICATIONS AND DRAWINGS. IF NOT OTHERWISE DIRECTED, INSTALLATION OF ALL SYSTEMS AND EQUIPMENT SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE WORK DESCRIBED IN THE SPECIFICATIONS IS IN CONFLICT WITH THE WORK SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL SUPPLY THE GREATER QUANTITY, QUALITY AND COST VIA THE BID AND CONTACT THE ENGINEER FOR CLARIFICATION ON DIRECTION PRIOR TO INSTALLATION. SECTION 15009 DEMOLITION 1. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE DEMOLITION OF EXISTING WORK AND THE DEMOLITION PROVIDED BY THE GENERAL CONTRACTOR. COORDINATE WITH THE GENERAL CONTRACTOR ANY EXISTING EQUIPMENT REQUIRED TO BE LEFT INTACT. 2. EACH CONTRACTOR SHALL VERIFY SCOPE OF WORK WITH THE GENERAL CONTRACTOR FOR THE REMOVAL OF ALL EXISTING FIRE PROTECTION, PLUMBING FIXTURES, PIPING, HVAC UNITS, REFRIGERANT RECAPTURE, EXHAUST FANS, ETC. AND ASSOCIATED ROOF CURBS NOT BEING REUSED ON THIS PROJECT, UNLESS SPECIFICALLY NOTED OTHERWISE. CONTRACTOR MUST VERIFY WITH THE LANDLORD ALL PRESUMED ABANDONED EQUIPMENT, PIPES, DUCTWORK, AND EQUIPMENT PRIOR TO REMOVAL. ROOF CURBS SHALL BE REMOVED AND THE ROOF PATCHED. ALL EXTRANEOUS ITEMS IN THE SPACE OR ON THE ROOF NOT APPLICABLE TO THE NEW WORK MUST BE REMOVED AND ROOF/WALL/FLOOR PATCHED/REPAIRED TO MATCH EXISTING STRUCTURE. EXISTING ABANDONED PIPES, DUCTS, OR EQUIPMENT IN THE FLOOR, EMBEDDED IN CONCRETE, OR OTHERWISE INACCESSIBLE ARE TO BE CUT OFF AND SEALED BELOW OR WITHIN FLOOR OR WALL LEVEL WHEN THEY ARE NOT TO BE REUSED IN THIS PROJECT. IF REQUIRED BY LANDLORD OR CODES, ABANDONED PIPING AND/OR DUCTWORK MUST BE REMOVED TO POINT OF ORIGIN. CONFIRM THE EXTENT OF DEMOLITION WITH THE GENERAL CONTRACTOR AND TENANT PRIOR TO BID AND INCLUDE IN BID PROPOSAL AS DIRECTED BY THE GENERAL CONTRACTOR AND TENANT. SECTION 15010 - CUTTING AND PATCHING 1. THE CONTRACTOR SHALL PERFORM ALL CUTTING AND PATCHING AS REQUIRED FOR THE INSTALLATION OF THE WORK UNDER THIS SPECIFICATION. NO CUTTING OF THE STRUCTURE SHALL BE PERMITTED WITHOUT WRITTEN APPROVAL OF THE LANDLORD AND ARCHITECT OR ENGINEER. 2. PATCHING SHALL BE OF THE SAME WORKMANSHIP, MATERIAL AND FINISH AND SHALL MATCH ACCURATELY ALL SURROUNDING CONSTRUCTION IN A MANNER SATISFACTORY TO THE ARCHITECT AND TENANT'S PROJECT MANAGER. 3. EXISTING UTILITIES, ETC. THAT ARE DAMAGED DURING THE CONSTRUCTION PERIOD, WHETHER OR NOT DUE TO THE CONTRACTOR'S NEGLIGENCE SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AND LEFT IN A CONDITION SUITABLE TO THE LANDLORD AND TENANT'S PROJECT MANAGER. SECTION 15011 - SLEEVES 1. THIS CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR FACILITIES IN THE INSTALLATION. EACH SLEEVE SHALL EXTEND THROUGH IT'S RESPECTIVE FLOOR, WALL OR PARTITION AND SHALL BE CUT FLUSH WITH EACH SURFACE EXCEPT SLEEVES THAT PENETRATE THE FLOOR, WHICH SHALL EXTEND 2" ABOVE THE FLOOR. CONTRACTOR MUST COORDINATE THROUGH THE LANDLORD ANY CORE DRILLING OR CUTTING OF OPENINGS IN MASONRY FLOORS OR WALLS. 2. ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND/OR FLOORS SHALL BE FIRE SEALED WITH CALCIUM SILICATE, SILICONE "RTV" FOAM, "3M" FIRE RATED SEALANTS OR EQUAL, SO AS TO RETAIN THEIR FIRE RATING. 3. SLEEVES IN BEARING AND MASONRY WALLS, FLOORS, AND PARTITIONS SHALL BE STANDARD WEIGHT STEEL PIPE FINISHED WITH SMOOTH EDGES. FOR OTHER THAN MASONRY PARTITIONS, THROUGH SUSPENDED CEILINGS, OR FOR CONCEALED VERTICAL PIPING, SLEEVES SHALL BE NO. 22 U.S.G. GALVANIZED STEEL MINIMUM. SECTION 15012 - HANGERS 1. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, BANDS, C -CLAMPS WITH RETAINING CLIPS, CHANNELS, HANGER RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK. 2. HANGERS SHALL BE FASTENED TO BUILDING STEEL, CONCRETE, OR MASONRY, BUT NOT TO PIPING. HANGING FROM METAL DECK IS NOT PERMITTED. HANGERS MUST BE ATTACHED TO UPPER CHORD OF BAR JOIST. WHERE INTERFERENCES OCCUR, AND IN ORDER TO SUPPORT DUCTWORK OR PIPING, THE CONTRACTOR MUST INSTALL TRAPEZE TYPE HANGERS OR SUPPORTS WHICH SHALL BE LOCATED WHERE THEY DO NOT INTERFERE WITH ACCESS TO FIRE DAMPERS, VALVES, AND OTHER EQUIPMENT. HANGER TYPES AND INSTALLATION METHODS ARE ALSO SUBJECT TO LANDLORD CRITERIA. 3. HANGERS FOR ALL INSULATED PIPING SHALL BE SIZED AND INSTALLED FOR THE OUTER DIAMETER OF INSULATION. INSTALL 6" LONG SPLIT CIRCLE GALVANIZED SADDLE BETWEEN THE HANGER AND THE PIPE INSULATION. 4. HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE DI -ELECTRICALLY SEPARATED. DIVISION 15300 - FIRE PROTECTION (IF APPLICABLE) SECTION 15301 - SUMMARY OF WORK A. THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, ETC. NECESSARY FOR, REASONABLY IMPLIED AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, COMPLETION AND TESTING OF ALL THE WORK FOR THE SPRINKLER SYSTEMS AS CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS, TO INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: 1. INSTALLATION OF NEW WET SPRINKLER SYSTEM AS REQUIRED TO PROVIDE COVERAGE IN ACCORDANCE , NFPA-13, LOCAL CODES, AND LANDLORD'S CRITERIA. 2. TAPS, RISERS, LATERALS, BRANCHES, VALVES, ALARMS, SPRINKLER HEADS AND ALL COMPONENTS REQUIRED FOR A COMPLETE SYSTEM. 3. DESIGN DRAWINGS, HYDRAULIC CALCULATIONS, SUBMITTALS AND APPROVALS. 4. PERMITS, FEES, INSPECTIONS AND CHARGES. 5. TESTS AND TEST CERTIFICATES. IT IS INTENDED THAT THE CONTRACTOR SHALL PROVIDE A COMPLETE AND FUNCTIONAL SYSTEM. B THIS FIRE PROTECTION CONTRACTOR IS RESPONSIBLE FOR SUBMITTING COORDINATED DRAWINGS, HYDRAULIC CALCULATIONS, HEAD TYPES AND COLORS TO ALL AUTHORITIES HAVING JURISDICTION FOR APPROVAL. NO WORK SHALL BEGIN UNTIL ALL APPROVALS HAVE BEEN RECEIVED. SECTION 15302 - MATERIALS A. SPRINKLER HEADS: 1. ALL SPRINKLER HEADS SHALL BE NEW U.L., F.M. LISTED AND APPROVED AUTOMATIC SPRAY TYPE AS MANUFACTURED BY GRINNELL, RELIABLE, STAR, OR VIKING. 2. ALL SPRINKLER HEADS SHALL BE RATED FOR 165T UNLESS INDICATED OTHERWISE ON DRAWINGS OR REQUIRED BY LOCAL CODES. 3. VERIFY HEAD TYPES AND COLORS WITH TENANT AND SUBMIT WITH SPRINKLER DRAWINGS FOR PERMIT. 4. LOCATIONS OF ALL HEADS SHOULD BE APPROVED BY TENANT AND THE LOCAL FIRE PROTECTION OFFICIAL BEFORE INSTALLATION. B. PIPING: 1. SCHEDULE 40, BLACK STEEL PIPE, ASTM A-53 FOR FERROUS PIPING, WELDED AND SEAMLESS, ANSI B-36-10-70 FOR WROUGHT STEEL PIPE. 2. CAST IRON OR MALLEABLE IRON SCREWED FITTINGS FOR PIPES 2 INCHES AND SMALLER. SCREWED OR CAST IRON FLANGED JOINTS FOR PIPES LARGER THAN 2 INCHES. 3. GALVANIZED OR BLACK MALLEABLE IRON WITH BRASS SEAT SCREWED UNIONS FOR PIPES 2 INCHES AND SMALLER. 4. VICTAULIC TYPE COUPLINGS ARE ACCEPTABLE, WHERE APPROVED BY CODE AND THE LANDLORD. 5. HANGERS SHALL COMPLY WITH LANDLORD AND CODE REQUIREMENTS. C. SPRINKLER SPACING SHALL NOT EXCEED 130 SQ. FT. IN "SALES" AREAS AND 100 SQ. FT. IN "STOCK" AREAS. COMPLY WITH LANDLORD'S DESIGN CRITERIA. PIPE SIZING SHALL BE BASED ON NFPA ORDINARY HAZARD. D. ALL SPRINKLER LINES SHALL BE INSTALLED CONCEALED, AVOIDING INTERFERENCE WITH OTHER TRADES. E. WHERE POSSIBLE, REWORK THE EXISTING SPRINKLER SYSTEM TO MEET THE NEW REQUIREMENTS OF THIS DESIGN AND INCLUDE ALL COSTS TO RAISE OR RELOCATE EXISTING PIPING TO OBTAIN CEILING HEIGHTS SHOWN ON DRAWINGS. IN NEW CONSTRUCTION THE LANDLORD MAY PROVIDE ONLY A STUB -IN TO THE SPACE. THE CONTRACTOR SHALL CONNECT AND EXTEND NEW PIPING AS REQUIRED. VERIFY ALL REQUIREMENTS PRIOR TO BID. F. PROVIDE AND INSTALL A VALVED TEST CONNECTION IN AN ACCESSIBLE LOCATION FOR THE SPRINKLER SYSTEM AS REQUIRED OR REQUESTED BY THE MALL, LOCAL INSPECTOR, OR TENANT'S INSURANCE CARRIER. G. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE CAUSED BY LEAKS IN ANY OF THE EQUIPMENT INSTALLED BY THEM. ALL REPAIRS OR REPLACEMENT OF DAMAGES SHALL BE AT THIS CONTRACTOR'S EXPENSE. H. PROPERLY COMPLETED AND SIGNED "SPRINKLER CONTRACTOR'S MATERIAL AND TEST CERTIFICATES' SHALL BE FURNISHED TO THE LANDLORD, AND AUTHORITIES HAVING JURISDICTION. DIVISION 15400 - PLUMBING SECTION 15401 - SUMMARY OF WORK A. THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, ETC. NECESSARY FOR, REASONABLY IMPLIED AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, COMPLETION AND TESTING OF ALL THE WORK FOR THE PLUMBING SYSTEMS AS CALLED FOR IN THE SPECIFICATIONS, SHOWN ON DRAWINGS AND AS REQUIRED BY JOB CONDITIONS, TO INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: 1. CONTRACTOR SHALL DETERMINE THE LOCATION OF EXISTING WATER SUPPLY AND DRAIN LINES AND MAKE PROPER CONNECTIONS, THERETO, INCLUDING VENTS. 2. ALL MATERIALS SHALL BE NEW AND SHALL FIT THE SPACE AVAILABLE. VERIFY ALL DIMENSIONS AT THE SITE. 3. ALL VALVES, CLEANOUTS, ETC. SHALL BE SO LOCATED AND INSTALLED TO PERMIT ACCESS FOR SERVICE WITHOUT DAMAGE TO BUILDING OR FINISHED MATERIALS. SECTION 15402 MATERIALS A. REFER TO PLANS FOR SCHEDULES OF EQUIPMENT AND FIXTURES. AMERICAN STANDARD, KOHLER AND CRANE ARE CONSIDERED ACCEPTABLE AS EQUALS. ALL PLUMBING EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION. B. SANITARY PIPING 1. CAST IRON PIPE (BELOW GRADE): ASTM A74 SERVICE WEIGHT, FITTINGS: CAST IRON, JOINTS: HUB -AND -SPIGOT, COMPRESSION TYPE WITH NEOPRENE GASKETS OR LEAD AND OAKUM. 2. CAST IRON PIPE (ABOVE GRADE): CISPI 301, HUBLESS FITTINGS: CAST IRON, JOINTS: NEOPRENE GASKET AND STAINLESS STEEL CLAMP AND SHIELD ASSEMBLIES. 3. ABS PIPE (BELOW GRADE): ASTM D2661, FITTINGS: ABS, JOINTS: SOLVENT WELD. 4. PVC PIPE (BELOW GRADE): ASTM D2665, FITTINGS: PVC, JOINTS: SOLVENT WELD WITH SOLVENT CEMENT. 5. COPPER TUBE (ABOVE GRADE): ASTM B88 TYPE "L", HARD TEMPER ONLY. EXCEPT THESE MATERIALS SHALL NOT BE USED TO RECEIVE THE WASTES FROM URINALS NOR WASTES FROM WATER CLOSETS IN BATTERY, FITTINGS: CAST BRONZE, OR WROUGHT COPPER, JOINTS: SOLDER, GRADE 50B. 6. VENT PIPING ABOVE FLOOR 2" OR SMALLER MAY BE GALVANIZED STEEL. 7. INSULATE ALL HORIZONTAL RUNS OF PIPING LOCATED IN CEILING SPACES OF TENANTS IN SPACES BELOW, WHEN APPLICABLE. INSULATION TO BE AS SPECIFIED FOR WATER PIPING. • 8. INTERIOR CONDENSATE PIPING SHALL BE TYPE "L" HARD DRAWN COPPER TUBE WITH 95-5 TIN -ANTIMONY SOLDERED JOINTS AND WROUGHT COPPER FITTINGS WITH DIELECTRIC SEPARATION BETWEEN DISSIMILAR METALS. EXTERIOR CONDENSATE PIPING MAY BE SCHEDULE 40 PVC PIPING WITH SOLVENT WELDED FITTINGS IF APPROVED FOR USE BY THE LANDLORD. C. POTABLE WATER PIPING 1. COPPER TUBING (BELOW GRADE): ASTM B88, TYPE "K" SOFT COPPER, FITTINGS: CAST COPPER ALLOY OR WROUGHT COPPER AND BRONZE, JOINTS: BCUP SILVER BRAZE. 2. COPPER TUBING (ABOVE GRADE): ASTM B88, TYPE "L" HARD DRAWN WITH SWEAT JOINTS, FITTINGS: CAST COPPER ALLOY OR WROUGHT COPPER AND BRONZE, JOINTS: BCUP SILVER BRAZE. D. PIPING OF DISSIMILAR METALS MUST BE DI -ELECTRICALLY SEPARATED. E. INSULATE ALL HOT WATER, COLD WATER AND INTERIOR CONDENSATE PIPING WITH 1" THICK (K=0.23 ® 75 F) PIPE INSULATION WITH AN ALL SERVICE JACKET TO MEET LOCAL CODES AND UL FLAME SPREAD AND SMOKE DEVELOPED RATINGS. OWENS-CORNING OR EQUAL. F. INSULATE THE TRAP, SANITARY AND SUPPLY PIPES UNDER LAVATORY WITH 1/2" ARMSTRONG "ARMAFLEX" PIPING INSULATION OR TRUEBRO MODEL 102W WHITE "HANDI LAV GUARD" INSULATION -KIT TO COMPLY WITH ADA REQUIREMENTS. G. INSTALL AIR CHAMBER SHOCK ABSORBERS IN BOTH HOT AND COLD LINES OF PIPING SYSTEM TO PREVENT NOISE AND DAMAGE DUE TO WATER HAMMER. SIOUX CHIEF 650 SERIES ALL STAINLESS STEEL, OR EQUAL. J.R. SMITH "HYDROTROLS", INSTALLED IN AN UPRIGHT POSITION. H. ALL BRANCH PIPING SYSTEM SHALL HAVE ACCESSIBLE SERVICE VALVE. PROVIDE SHUT OFF VALVES IN THE SUPPLY PIPING TO EVERY FIXTURE. PROVIDE ACCESS DOORS WHERE NECESSARY. I. INSTALL ALL NECESSARY PIPE HANGERS, SADDLES, AND CARRIERS TO PROPERLY SUPPORT ALL PIPING AND FIXTURES. HANGERS SHALL SUIT TYPE OF PIPING INSTALLED AND BE SPACED AT A MAXIMUM SPAN OF 5 FEET. PROVIDE SWAY AND SEISMIC BRACING WHERE REQUIRED BY CODES. J. STERILIZE WATER SYSTEM IN ACCORDANCE WITH LOCAL CODES. K. CLEAN -OUTS AND FLOOR DRAINS SHALL BE INSTALLED PER LOCAL CODES. ALL FLOOR DRAINS SHALL HAVE DEEP SEAL TRAPS. PROVIDE TRAP PRIMERS FOR FLOOR DRAINS. L. ESCUTCHEONS SHALL BE CHROME PLATED, SIZE AS REQUIRED AND PLACED AT ALL PIPE PENETRATIONS AT WALLS, FLOORS, AND CEILINGS IN FINISHED AREAS. M. LEAKAGE TESTS SHALL BE PER LOCAL CODES. N. FLASHING SHALL BE SEALED WATERTIGHT AND PERFORMED IN ACCORDANCE TO THE LANDLORD'S CRITERIA. USE A LANDLORD APPROVED ROOFING CONTRACTOR WHERE APPLICABLE AND INCLUDE ALL COSTS IN BID. 0. PROVIDE WATER METER AND REMOTE READER PER LANDLORD'S CRITERIA OR LOCAL UTILITIES REQUIREMENTS IF APPLICABLE. P. GAS PIPING 1. PROVIDE A COMPLETE GAS PIPING SYSTEM IF APPLICABLE. REFER TO PLANS TO DETERMINE IF A GAS SYSTEM IS REQUIRED. 2. GAS LINES SHALL BE BLACK STEEL, SCHEDULE 40, ASTM A-120, WITH MALLEABLE THREADED FITTINGS FOR 2" AND SMALLER, AND WITH WELDED JOINTS FOR 2-1/2" AND LARGER. 3. PROVIDE A GAS COCK, PRESSURE REGULATOR (IF REQUIRED) DIRT LEG, UNION CONNECTION, TO EACH PIECE OF EQUIPMENT. 4. PITCH PIPING AT A UNIFORM GRADE OF 1/4" IN 15 FEET UPWARD IN DIRECTION OF FLOW. SUPPORT PIPING EVERY 5 FEET. SUPPORT AS REQUIRED BY LANDLORD CRITERIA, AS DETAILED ON DRAWINGS, OR BY STANDARD INDUSTRY PRACTICE, WHICHEVER IS MORE STRINGENT. 5. GAS PIPING EXPOSED ON ROOF MUST BE PRIMED AND PAINTED WITH RUST -INHIBITING PAINT. 6. GAS PIPING INSTALLED IN RETURN AIR PLENUMS SHALL BE SLEEVED AND VENTED OR WELDED IN ACCORDANCE WITH THE LOCAL GAS COMPANY, LOCAL CODE, AND APPLICABLE NFPA 54 CODES. 7. TESTING AND PURGING OF GAS PIPING SHALL BE DONE PER THE REQUIREMENTS OF THE LOCAL GAS COMPANY, LOCAL CODES, AND APPLICABLE NFPA 54 CODES. 8. CONTACT AND COORDINATE GAS SERVICE AND METER REQUIREMENTS WITH THE LOCAL GAS COMPANY AND THE MALL'S OPERATIONS MANAGER PRIOR TO BID. INCLUDE INSTALLATION OF GAS METER AND REGULATOR COSTS IN BID. DIVISION 15500 - HEATING, VENTILATING, AIR CONDITIONING SECTION 15501 - SUMMARY OF WORK A. THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, ETC. NECESSARY FOR, REASONABLY IMPLIED AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, COMPLETION AND TESTING OF ALL THE WORK FOR THE HVAC SYSTEMS AS CALLED FOR IN THE SPECIFICATIONS, SHOWN ON DRAWINGS AND AS REQUIRED BY JOB CONDITIONS, TO INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: 1. (4) EXISTING ROOFTOP UNITS, (3) NEW EXHAUST FANS, NEW TRANSFER FAN, SUPPLY, RETURN AND EXHAUST DUCTWORK WITH ALL CONTROLS AND ACCESSORIES SPECIFIED. 2. THE AIR DEVICES AS NOTED ON THE PLANS SHALL BE PURCHASED BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING, RECEIVING, VERIFYING QUANTITIES AND INSPECTING FOR DAMAGE AND FILING OF ANY CLAIM FORMS. REFER TO RESPONSIBILITY SCHEDULE AND AIR DEVICE SCHEDULE ON PLANS. 3. ALL MATERIALS SHALL BE NEW AND SHALL FIT THE SPACE AVAILABLE. VERIFY ALL DIMENSIONS AT THE SITE. 4. ALL VALVES, DAMPERS, ETC. SHALL BE SO LOCATED AND INSTALLED TO PERMIT ACCESS FOR SERVICE WITHOUT DAMAGE TO BUILDING OR FINISHED MATERIALS. SECTION 15502 - MATERIALS A. REFER TO PLANS FOR SCHEDULES OF EQUIPMENT. ALL EQUIPMENT SHALL BE COMPLETE IN EVERY RESPECT WITH ALL DEVICES, APPURTENANCES, AND ACCESSORIES PROVIDED TO MEET THE DESIGN INTENT AND OPERATION OF THE SYSTEMS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL AIR CONDITIONING EQUIPMENT MUST BE TRAPPED IN ACCORDANCE WITH MANUFACTURERS DATA. B. METAL DUCTWORK - NO FIBERGLASS DUCT ALLOWED 1. EXCEPT AS OTHERWISE INDICATED, FABRICATE AND INSTALL RECTANGULAR AND ROUND DUCTWORK WITH GALVANIZED STEEL, IN ACCORDANCE WITH SMACNA "HVAC DUCT CONSTRUCTION STANDARDS" OF THE LATEST EDITION. 2. INSTALL TURNING VANES IN ALL RIGHT ANGLE ELBOWS IN ALL DUCTS. 3. INSTALL RIGID ROUND AND RECTANGULAR METAL DUCT WITH SUPPORT SYSTEMS INDICATED IN SMACNA STANDARDS. PROVIDE SWAY AND SEISMIC BRACING AS REQUIRED BY STATE AND LOCAL CODES OR BY LANDLORD. 4. ALL JOINTS AND SEAMS SHALL BE SEALED WITH UNITED MCGILL DUCT SEALER OR EQUAL. 4.A. ALL JOINTS, LONGITUDINAL AND TRANSVERSE SEAMS, AND CONNECTIONS IN DUCTWORK MUST BE SECURELY SEALED USING WELDMENTS; MECHANICAL FASTENERS WITH SEALS, GASKETS, OR MASTICS; MESH AND MASTIC SEALING SYSTEMS; OR TAPES. TAPES AND MASTICS MUST BE LISTED AND LABELED IN ACCORDANCE WITH UL 181A OR UL 181B. ALL LONGITUDINAL AND TRANSVERSE JOINTS, SEAMS AND CONNECTIONS OF SUPPLY AND RETURN DUCTS OPERATING AT STATIC PRESSURES LESS THAN OR EQUAL TO 2" W.G. SHALL BE SECURELY FASTENED AND SEALED WITH WELDS GASKETS, MASTICS (ADHESIVES), MASTIC -PLUS -EMBEDDED FABRIC SYSTEMS OR TAPES INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. 4.B. MECHANICAL FASTENERS AND SEALS, MASTICS, OR GASKETS MUST BE USED WHEN CONNECTING DUCTS TO FANS AND OTHER AIR DISTRIBUTION EQUIPMENT. 5. ALL DUCTWORK SHALL BE INSTALLED WITH INSIDE CLEAR DIMENSIONS AS NOTED ON DRAWINGS. WHERE DUCTWORK SIZE IN LARGER THAN CONNECTED DEVICE SMOOTH DUCT TRANSITIONS SHALL BE INSTALLED JUST PRIOR TO DEVICE CONNECTION. C. MEDIUM PRESSURE DUCT 1. WHERE DUCTWORK IS SPECIFICALLY NOTED AS MEDIUM PRESSURE, IT SHALL BE CONSTRUCTED IN ACCORDANCE WITH SMACNA STANDARDS FOR A PRESSURE RATING OF 4 INCHES WATER COLUMN MINIMUM OR LARGER AS REQUIRED BY LANDLORD. 2. ALL GAUGES AND REINFORCEMENT MUST MEET WITH THE LATEST EDITION OF SMACNA STANDARDS FOR MEDIUM PRESSURE DUCT AND WITH THE LANDLORD'S CRITERIA. 3. CONNECTIONS TO THE LANDLORD'S MEDIUM PRESSURE DUCTWORK SHALL BE MADE WITH "LO -LOSS" SADDLE TEE TAPS BY UNITED MCGILL CORP., OR AS OTHERWISE REQUIRED BY THE LANDLORD. 4. ALL OTHER ITEMS FROM METAL DUCTWORK SPECIFICATION SECTION APPLY TO THIS SECTION, WITH THE EXCEPTION THAT ALL MEDIUM PRESSURE DUCTWORK MUST BE WRAPPED INSULATION, NOT LINED. D. FLEXIBLE COLLARS AT EQUIPMENT SHALL BE PROVIDED IN ALL CONNECTIONS BETWEEN VIBRATING EQUIPMENT AND DUCTS OR CASINGS. FLEXIBLE CONNECTIONS SHALL CONSTRUCTED OF NEOPRENE -COATED FLAMEPROOF FABRIC. PROVIDE ADEQUATE JOINT FLEXIBILITY TO ALLOW FOR MOVEMENT AND PREVENT THE TRANSMISSION OF VIBRATION. E. FLEXIBLE AIR DUCT AT AIR DEVICES SHALL BE MIN. R-5 INSULATED CLASS 1 AND RATED FOR THE OPERATING PRESSURE OF THE SYSTEM. DUCT CONSTRUCTION MATERIAL MUST ADHERE TO LOCAL CODES AND LANDLORD'S REQUIREMENTS. F. PROVIDE MANUAL LOCKING QUADRANT VOLUME CONTROL DAMPERS WITH HANDLE OPERATORS IN EACH BRANCH DUCT AND AS SHOWN ON PLANS TO FACILITATE AIR BALANCING. ALL RECTANGULAR DAMPERS IN OUTSIDE AIR, RELIEF AIR, OR RETURN AIR DUCTS ARE TO BE OF OPPOSED BLADE TYPE. G. PROVIDE PRIMARY FIRE DAMPERS WHERE INDICATED OR REQUIRED BY CODES. FIRE DAMPERS SHALL BE UL LABELED. FIRE DAMPERS SHALL HAVE THE BLADES OUT OF THE AIRSTREAM AND A 165 F FUSIBLE LINK, TYPE B, AS MINIMUM. H. DUCTWORK INSULATION 1. INSTALL INSULATION PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS, AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES. INSULATION MUST COMPLY WITH NFPA 90A. 2. DUCT SIZES SHOWN ON DRAWINGS ARE INSIDE CLEAR DIMENSIONS. 3. ALL JOINTS MUST BE TAPED SO THAT NO INSULATION FIBER IS VISIBLE. EXTEND DUCTWORK INSULATION WITHOUT INTERRUPTION THROUGH WALLS, FLOORS, AND SIMILAR PENETRATIONS. 4. ALL SUPPLY AIR DUCTWORK IN UNCONDITIONED/INDIRECTLY CONDITIONED SPACE (INCLUDING CONCEALED DIFFUSER BACKS) SHALL BE EXTERNALLY INSULATED WITH 1 1/2" THICK, 1-1/2 LB. DENSITY (R=4.8) DUCT WRAP WITH VAPOR BARRIER. VAPOR BARRIER IS TO BE MAINTAINED THROUGHOUT DUCT SYSTEM. 5. ALL SUPPLY AIR DUCTWORK IN DIRECTLY CONDITIONED SPACE: NONE REQUIRED. 6. RETURN DUCTS (WITHIN 3' OF FIRST CHANGE IN DUCT DIRECTION) : FLEXIBLE GLASS FIBER DUCT LINER: 1/2 INCH THICK 7. ALL ROUND, MEDIUM PRESSURE AND OUTSIDE AIR DUCTWORK SHALL BE EXTERNALLY INSULATED WITH A MINIMUM OF 2" THICK, 1 LB. DENSITY (R=6.0) DUCT WRAP WITH VAPOR BARRIER. VAPOR BARRIER IS TO BE MAINTAINED THROUGHOUT DUCT SYSTEM. L. TESTING, ADJUSTING, AND BALANCING 1. CONTRACTOR SHALL BALANCE, ADJUST & TEST EQUIPMENT TO PROVIDE DESIGN AIR QUANTITIES AND ASSURE PROPER OPERATION OF SYSTEMS. CONTRACTOR SHALL SUBMIT COPIES OF BALANCE/TEST REPORT TO OWNER FOR REVIEW PRIOR TO COMPLETION OF PROJECT. IF A CERTIFIED TEST AND BALANCE REPORT IS REQUIRED BY LANDLORD, CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS WITH LANDLORD AND LOCAL AUTHORITY HAVING JURISDICTION, CONTRACT DIRECTLY WITH AN APPROVED TESTING AND BALANCING AGENCY, AND PROVIDE COMPLETE REPORT TO OWNER AND LANDLORD. 2. IF REQUIRED BY THE LANDLORD OR THE LOCAL AUTHORITY HAVING JURISDICTION THE BALANCE REPORT SHALL BE ON THE MBC NATIONAL STANDARD REPORT FORMS OR THE NEBB CERTIFIED REPORT FORMS AS PUBLISHED IN THEIR MOST CURRENT EDITIONS AND SHALL INCLUDE AS A MINIMUM THE FOLLOWING INFORMATION: 2.A. MBC OR NEBB CERTIFICATION NUMBER AND SIGNATURE OF BALANCING CONTRACTOR. 2.B. COPY OF A CERTIFICATE OF CONFORMANCE WITH NATIONAL STANDARDS FOR THIS PROJECT. 2.C. INSTRUMENTATION LIST WITH LAST CALIBRATION DATES. 2.D. MAKE AND MODEL NUMBERS OF ALL HVAC EQUIPMENT TESTED. AIR CFM AND STATIC PRESSURE READINGS (DISCHARGE AND SUCTION) AS MEASURED BY PITOT TUBE DUCT TRAVERSE AT THE UNIT. 2.E. MOTOR NAMEPLATE DATA WITH ACTUAL FIELD VOLTAGE AND AMPERAGE READINGS FOR EACH LEG. 2.F. MOTOR AND FAN RPMS, SHEAVE SIZES AND BELT SIZES. 2.G. OUTSIDE, RETURN, MIXED AND SUPPLY AIR TEMPERATURES AND VOLUMES SHALL BE MEASURED AT FULL COOLING WITH MINIMUM OUTSIDE AIR. RETURN/RELIEF/SMOKE EVACUATION AIRFLOW SHALL BE BALANCED AND MEASUREMENTS RECORDED BY PITOT DUCT TRAVERSE AT FULL ECONOMIZER AND POWER EXHAUST. 2.H. MAKE AND MODEL NUMBERS OF ALL AIR DISTRIBUTION EQUIPMENT. 2.1. FINAL BALANCED AIR VOLUMES AT ALL OUTLETS (INCLUDING RETURNS WHERE DUCTED). 2.J. INDEXED PLAN WITH DIFFUSER AND RETURN LOCATIONS. ALSO INDICATE IF DIFFUSER IS 3 -WAY OR 2 -WAY. 2.K. FINAL BALANCED GPM AT ALL UNITS FOR CHILLED/HOT/CONDENSER WATER WHEN APPLICABLE. 2.L. CHILLED/HOT/CONDENSER ENTERING AND LEAVING WATER TEMPERATURES WHEN APPLICABLE. 2.M. PRESSURE DROP THROUGH COILS AND CONTROL VALVES WHEN APPLICABLE. 3. IF REQUIRED BY THE LANDLORD OR THE LOCAL AUTHORITY HAVING JURISDICTION THE GENERAL CONTRACTOR SHALL ARRANGE FOR THE TEST AND BALANCE A MINIMUM OF TWO WEEKS PRIOR TO THE REQUIRED DATE AFTER RETURNING TABC'S "START UP CHECK LIST'. ALL WORK SHALL BE COMPLETED PRIOR TO SCHEDULING AIR BALANCE. IN ADDITION, THE BALANCE CONTRACTOR WILL INSPECT AND PREPARE A FINAL PUNCH LIST. THE HVAC CONTRACTOR SHALL REPAIR OR REPLACE ANY DEFECTIVE MATERIALS, EQUIPMENT OR WORKMANSHIP PRIOR TO TENANT'S FINAL WALK THRU AND BEFORE FINAL PAYMENT WILL BE MADE. 4. FOUR COPIES OF THE BALANCE REPORT SHALL BE SUBMITTED TO TENANT AND FOUR COPIES TO THE LANDLORD FOR APPROVAL. 5. OPERATION AND MAINTENANCE DOCUMENTATION MUST BE PROVIDED TO THE OWNER THAT INCLUDES AT LEAST THE FOLLOWING INFORMATION: S.A. EQUIPMENT CAPACITY (INPUT AND OUTPUT) AND REQUIRED MAINTENANCE ACTIONS. S.B. EQUIPMENT OPERATION AND MAINTENANCE MANUALS. S.C. HVAC SYSTEM CONTROL MAINTENANCE AND CALIBRATION INFORMATION, INCLUDING WIRING DIAGRAMS, SCHEMATICS, AND CONTROL SEQUENCE DESCRIPTIONS; DESIRED OR FIELD -DETERMINED SET POINTS MUST BE PERMANENTLY RECORDED ON CONTROL DRAWINGS, AT CONTROL DEVICES, OR, FOR DIGITAL CONTROL SYSTEMS, IN PROGRAMMING COMMENTS. 5.D. COMPLETE NARRATIVE OF HOW EACH SYSTEM IS INTENDED TO OPERATE. ALL PIPING SHALL WITHSTAND AIR PRESSURE TESTING PER GOVERNING PLUMBING CODE. bri%Evastwo RECEIVED CITY OF TUKWILA SEP 2 2 2017 PERMIT CENTER DUNHAM Dunham Associates, Inc. 50 South Sixth Street / Suite 1100 Minneapolis, Minnesota 55402-1540 PHONE 612.465.7550 FAX 612.465.7551 WEB dunhameng.com mechanical + electrical consulting engineering DUNHAM PROJECT NO.: 0418995-126 0 z_ 0 H z W 2 0 0 w w 0 ti 0 N 0 N O) PLOT DATE: ti N ct o w w 0 co co Q W m " p W CZ') 0 U D U N M Q 0O 0 z 1- z 0 - zo co < Q z m U W -� w a. c x REFER TO SHEET M3.0 FOR PIPING MATERIAL SPECIFICATIONS PLUMBING/PIPING PLUMBING 3 ELBOW DOWN PIPE CAP - DOMESTIC COLD WATER 0 ELBOW UP - - DOMESTIC HOT WATER :. TEE, OUTLET DOWN - - - DOMESTIC RECIRCULATING HOT WATER SANITARY CONNECTION, TOP • VENT - ABOVE GRADE FLEXIBLE CONNECTION — — — SANITARY WASTE - BELOW GRADE D4 SHUTOFF VALVE SANITARY WASTE ABOVE GRADE 10 PLUG VALVE - 'so W/BLOWDOWN VALVE AND CAP STORM s DRAIN - BELOW GRADE AUTOMATIC CONTROL VALVE, 2 -WAY SD STORM DRAIN - ABOVE GRADE FIRE PROTECTION — PLUMBING/PIPING 3 ELBOW DOWN PIPE CAP 0 ELBOW UP O TEE, OUTLET UP :. TEE, OUTLET DOWN T CONNECTION, BOTTOM CONNECTION, TOP • FLEXIBLE CONNECTION CHECK VALVE D4 SHUTOFF VALVE 10 PLUG VALVE STRAINER 'so W/BLOWDOWN VALVE AND CAP PRESSURE REDUCING VALVE Dt (SETTING AS NOTED, PSI) al AUTOMATIC CONTROL VALVE, 2 -WAY THERMOSTATIC MIXING VALVE 03 VACUUM BREAKER PRESSURE RELIEF/SAFETY VALVE (SETTING AS NOTED, PSI) DRAIN VALVE Ibl BALL VALVE BUTTERFLY I�h VALVE GLOBE ANGLE VALVE REDUCED PRESSURE ZONE BACKFLOW PREVENTER D'4 GLOBE VALVE GAS PRESSURE REGULATOR VALVE C91 FLOW DIRECTION PIPE UNION �N --I t PIPE FLANGE PUMP 0 PRESSURE GAUGE W/ PIGTAIL & PETCOCK THERMOMETER M PRESSURE/TEMPERATURE TEST PORT P, SHOCK ABSORBER I ELBOW I TEE e FLOOR DRAIN e FLOOR SINK WH +I— WALL HYDRANT HB i}— HOSE BIBB (p FLOOR CLEANOUT ;41 GRADE CLEANOUT --i WALL CLEANOUT --14 CLEANOUT --111--- GAS COCK VALVE o ROOF DRAIN ® POINT OF CONNECTION, NEW TO EXISTING 4 POINT OF DISCONNECTION GENERAL NOTES: A. CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE THEMSELVES WITH ALL REQUIREMENTS OF THE PROJECT AND NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES FOUND. THIS SHALL BE DONE PRIOR TO BID TO PREVENT UNKNOWN ADDITIONAL COSTS TO THE OWNER. B. THE WORK SHALL BE EXECUTED IN STRICT CONFORMITY WITH BASE BUILDING SPECIFICATION AND WITH THE LATEST EDITION OF THE PREVAILING STATE PLUMBING AND BUILDING CODES AND ALL LOCAL REGULATIONS THAT MAY APPLY. IN CASE OF CONFLICT BETWEEN THE CONTRACT DOCUMENTS AND A GOVERNING CODE OR ORDINANCE THE MORE STRINGENT STANDARD SHALL APPLY. C. ALL PLUMBING WORK SHALL BE COORDINATED WITH ALL OTHER TRADES BEFORE PROCEEDING WITH INSTALLATION. D. ANY CHANGES AND OR UPGRADE TO TENANT'S EXISTING PLUMBING SYSTEMS SHALL COMPLY WITH ALL CODES AND MALL CRITERIA. EXISTING SYSTEMS SHALL POSSES THE CAPACITY TO HANDLE ANY ALL CHANGES IN LOAD. E. BEFORE CORE DRILLING OR CHANNELING THE FLOOR SLAB, THE CONTRACTOR SHALL X-RAY (OR USE GROUND PENETRATING RADAR) THE AREA UNDER CONSTRUCTION FOR PIPES, CONDUIT, ETC. HIDDEN WITHIN OR BELOW THE SLAB. ANY DAMAGE TO EXISTING TO REMAIN SERVICES TO BE REPAIRED AT CONTRACTOR EXPENSE. F. COORDINATE WITH PROPERTY MANAGEMENT PRIOR TO REMOVAL OF ALL EXISTING FLOOR SLAB AND THE CONNECTION BETWEEN NEW AND EXISTING SERVICES. G. REFER TO THE ARCHITECTURAL DRAWINGS FOR WALL ELEVATIONS FOR MOUNTING HEIGHTS FOR ALL PLUMBING FIXTURES. H. ALL SHUTOFF VALVES SHALL BE ACCESSIBLE. DO NOT LOCATED ANY VALVES ABOVE DUCTWORK, ELECTRICAL CONDUIT, CABLE TRAYS OR PIPING THAT WOULD MAKE THE VALVES INACCESSIBLE OR UNABLE TO VISUAL SEE THE VALVES LOCATION. LOCATE THE BRANCH SHUTOFF VALVES AS CLOSE AS POSSIBLE TO THE BRANCH CONNECTION TO THE MAIN SERVICE WHILE MAINTAINING THE VALVE ACCESSIBILITY. ABOVE CEILING VALVES TO BE LOCATED NEAR CEILING ACCESS PANELS. I. THE PLUMBING CONTRACTOR TO PROVIDE ALL PIPING, SINK TAILPIECES, SINK DRAIN FITTINGS, AND ALL OTHER MISC FITTINGS AS REQUIRED. J. PROVIDE DEEP SEAL P -TRAP FOR ALL FLOOR DRAINS. K. PROVIDE ADDITIONAL FLOOR CLEANOUTS OR WALL CLEANOUTS AS DIRECTED BY THE ADMINISTRATIVE AUTHORITY. L. INSTALL BALL VALVES ON ALL BRANCH SUPPLY LINES. M. INSULATE ALL EXPOSED PIPING UNDER CABINETS AND LAVATORY SINKS. PLUMBING PLAN NOTES Oj EXTEND NEW PIPING OF SIZE SHOWN ON RISER DIAGRAM AND CONNECT TO EXISTING MIN. 3/4" WATER LINE - VERIFY SIZE AND LOCATION IN FIELD. PROVIDE SHUT-OFF VALVE AT CONNECTION. O2 EXTEND VENT PIPING OF SIZE SHOWN ON RISER DIAGRAM AND CONNECT TO EXISTING MIN. 2" VENT PIPING. VERIFY EXACT LOCATION IN FIELD. % EXTEND NEW SANITARY PIPING OF SIZE SHOWN ON RISER DIAGRAM AND CONNECT TO MIN. 4" SANITARY PIPING BELOW FLOOR. VERIFY EXACT CONNECTION LOCATION, INVERT AND DIRECTION OF FLOW IN FIELD. O4 NEW WATER HEATER ON PLATFORM ABOVE KITCHEN SINK. SEE DETAIL FOR ADDITIONAL REQUIREMENTS. O5 NEW INSTANTANEOUS WATER HEATER BELOW LAVATORY - INSTALL SO AS NOT TO IMPEDE ON ADA CLEARANCE. O6 PROVIDE WATTS MODEL LFUSG-B (OR APPROVED EQUAL) THERMOSTATIC MIXING VALVE WITH ASSE 1070 LISTING. O EXISTING TOILET ROOM FIXTURES AND EQUIPMENT TO REMAIN. VERIFY REQUIREMENTS IN FIELD. REFURBISH EXISTING FIXTURES AS REQUIRED TO BRING TO 'LIKE -NEW' CONDITION. AT A MINIMUM THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: PROVIDE NEW WAX RING, FLUSH VALVES, TANK FLAPPER, ETC FOR WATER CLOSEETS. PROVIDE ADA PIPE INSULATION KIT, REFURBISH FAUCET VALVES, ETC FOR LAVATORIES. SERVICE EXISTING INSTANTANEOUS WATER HEATERS. VERIFY OPERATION OF ALL FIXTURES AND EQUIPMENT PRIOR TO REUSE. 7//////////////////// i Ii ////////////////J '////////////////////////////A I T PF4 I I I I I I I I I I I I I • • !!i:� I.+ PF9 FD -1 -10 RIME O �u 111111111111 PLUMBING PLAN 1/4" = 1'-0" D I aas& RECEIVED CITY OF TUKWILA SEP 2 2 2017 PERMIT CENTER DUNHAM Individual, Dunham Associates, Inc. 50 South Sixth Street / Suite 1100 Minneapolis, Minnesota 55402-1540 PHONE 612.465.7550 FAX 612.465.7551 WEB dunhameng.com mechanical + electrical consulting engineering DUNHAM PROJECT NO.: 0418995-126 W Cf) Q W W z c00o I— W ZO 01--; N� L= O � J f D 102 U) (i) 0 z_ a F - z W 2 0 0 -JW W a PLOT DATE: ti N Q Q o W W O >- j- CLim Q W m p Z W CD U o Q U 0) M 0 a.. VACUUM RELIEF BY P.C. GATE/BALL VALVE BY P.C. (TYP.) e— CW 3/4" DRAIN VALVE BY P.C. 3/4" cl— HW I! PLATFORM ABOVE TOILET ROOM. HEAT TRAP (TYP) INSULATE ALL PIPING IN ACCORDANCE WITH SPECIFICATIONS. _< -- UNION BY P.C. (TYP.) 3/4" T & P RELIEF VALVE BY P.C. �- WATER HEATER P P 2" WIDE, 20 GA. SHEET METAL BAND, SECURE TO WALL FOR SEISMIC BRACING WHERE REQUIRED BY CODE. GALV. DRIP PAN BY P.C. SEPARATE 3/4" DRAINS — DISCHARGE TO AN APPROVED LOCATION 03 WATER HEATED DETAIL NOT TO SCALE ,, PF1 1 N PF10 DOMESTIC WATER 2 RISER DIAGRAM NOT TO SCALE TEMPERED WATER THERMOSTATIC MIXING VALVE --�� HOT WATER COLD WATER NOTE: SET TEMPERED WATER TEMPERATURE TO 110 DEG F MAX. THERMOSTATIC MIXING VALVE DETAIL NOT TO SCALE PF4 WH -2 PF2 PF10 ser � I2NN I PF9 I PF2 5 FD -1 WASTE AND VENT 0 RISER DIAGRAM NOT TO SCALE PF4 ELECTRIC WATER HEATER SCHEDULE TAG MANUFACTURER MODEL NO. KW VOLTS NOTES WH -1 AO SMITH DEL -6 1.5 SEE ELEC 6 GALLON WH -2 CHRONOMITE SR -15L 1.8 120/1/60 INSTANTANEOUS TYPE PLUMBING FIXTURE SCHEDULE . EQUOIP NE QTY DESCRIPTION INDIWARECT WASTE VENT CW HW NOTES PF2 1 LAVATORY — 1-1/2" 1-1/2" 1/2" 1/2" -- PF4 1 DUAL HEIGHT DRINKING FOUNTAIN — 1-1/2" 1-1/2" 1/2" — RELOCATE EXISTING FIXTURE PF6 1 BREAK ROOM SINK — 1-1/2" 1-1/2" 1/2" 1/2" WITH FOOD WASTE DISPOSER INSTALLED PER MANUFACTURER INSTRUCTIONS PF9 1 WATER CLOSET — 3" 2" 1/2" — 1.6 GALLONS PER FLUSH PF10 1 MOP SINK — 2" 1-1/2" 1/2" 1/2" FAUCET TO HAVE INTEGRAL VACUUM BREAKER PF1 1 1 DISHWASHER — 1" - — 1 /2" CONNECT DISHWASHER WASTE TO SINK TAIL PIECE PER MANUFACTURER INSTRUCTIONS SEE ARCHITECTURAL SHEET A4.0 FOR FIXTURE SPECIFICATIONS AND ADDITIONAL INFORMATION PLUMBING FIXTURE SCHEDULE MARK TYPE MANUFACTURE AND MODEL NUMBER W V CW HW REMARKS FD -1 FLOOR DRAIN JOSAM MODEL 32100 AS SHOWN AS SHOWN COATED CAST IRON, 2—PIECE BODY WITH DOUBLE DRAINAGE FLANGE, Fatty' - CEIVED COLLAR WEEP HOLES W/ SEDIMENT BUCKET, AND DEEP SEAL TRAP "' TUKWILA FCO FLOOR CLEANOUT JOSAM MODEL # 55000-0 NOTE: EQUAL BY WADE, J.R. SMITH, OR ZURN ARE ACCEPTABLE AS SHOWN ADJUSTABLE WITH NICKEL BRONZE TOP SEP 222017 PERMIT CENTER of•M 342.10 +�� i"� - •8000 N=Grggtel a, , r•. .enTat I'i US G; �Date: .,a4 .' o .. 8:10-0510' 0\1:1;4,2,1:367W .. • . $ 38672,Q S/ONALF' ' DUNHAM Dunham Associates, Inc. 50 South Sixth Street / Suite 1100 Minneapolis, Minnesota 55402-1540 PHONE 612.465.7550 FAX 612.465.7551 WEB dunhameng.com mechanical + electrical consulting engineering DUNHAM PROJECT NO.: 0418995-126 lum Lia Cs) W •C o rC� � W W 0(J Z Co I— w �U CD W Q OD CN cof- PLOT DATE: ti o W W >- �- m m Q W m p W w 0 0 W Q o a) V"' N v 0Z w cn 0 cw LLI� — U E2 KEY DL 1 c < VIA SWITCH 'c' PANEL & CIRCUIT NUMBER LIGHT FIXTURE FIXTURE CONTROLLED BY DAY LIGHT SENSOR FIXTURE TYPE L5(10) = 10 TRACK FIXTURES OF TYPE 'L6' Q LIGHTING PLAN KEYNOTES 10 11 13 14 15 16 17 18 19 NO WORK IN THIS AREA. EXISTING LIGHTS, EXIT LIGHTS AND EMERGENCY LIGHTS TO REMAIN. MAINTAIN CONNECTIONS AND CONTROLS. SEE ARCHITECTURAL PLAN FOR EXACT LOCATION OF ALL LIGHT FIXTURES. PROVIDE MOTION SENSOR AS REQUIRED. SEE CONTROL MATRIX BELOW. PROVIDE INVERTER FOR EMERGENCY LIGHT PURPOSES (FIXTURE TYPES 'L10E'). FIELD—VERIFY BEST LOCATION. INVERTER TO BE EVENLITE #PW-25—LC—V1. PROVIDE TIME CLOCK AND CONTACTORS FOR CONTROL OF LIGHTS AND RECEPTACLES AS REQUIRED. PROVIDE FOR COMMISSIONING PER WASHINGTON ENERGY CODE 1513.8. EXISTING EXTERIOR BUILDING FIXTURES TO REMAIN. PROVIDE CEILING MOUNTED VACANCY SENSOR AND COMPATIBLE SWITCHES. PROVIDE WALL MOUNTED VACANCY SENSOR. SEE MATRIX THIS SHEET. THIS FIXTURE TO BE CONNECTED TO THE INVERTER AND FUNCTION AS AN EMERGENCY LIGHT. CONNECT EMERGENCY AND EXIT LIGHTS TO BYPASS SWITCH CONTROLS. PROVIDE WP DISCONNECT SWITCH AT SIGN AND CONNECT AS SHOWN. VERIFY EXACT REQUIREMENTS (AMPERAGE) WITH SIGN VENDOR. CONTROL ALL SIGNS BY TIMECLOCK. PROVIDE DAY—LIT SENSOR FOR THIS ROOM. CONNECT BOTH FIXTURE TO BE CONTROLLED BY SENSOR AND VACANCY SENSOR. PROVIDE WALL—MOUNTED OCC. SENSOR. SWITCH BANK. PROVIDE AS REQUIRED. PROVIDE 5—AMP CURRENT LIMITING BREAKER ON TRACK: CONTECH #REG6. PROVIDE 6—AMP CURRENT LIMITING BREAKER ON TRACK: CONTECH #REG7. VERIFY THERE EXISTS EMERGENCY LIGHT AT EXTERIOR. PROVIDE AS REQUIRED. ALL LIGHTING FIXTURES ARE FURNISHED BY OWNER'S VENDOR. ELECTRICAL CONTRACTOR TO INSTALL FIXTURES. Q PROVIDE EMERGENCY RELAY UNIT: BODINE #BLCD-20B OR EQUAL. GENERAL NOTES: LIGHTING CONTROL MATRIX TO COMPLY WITH WASHINGTON ENERGY CODE REQUIREMENTS Room # ROOM / AREA SERVED DAY -LIT SENSOR MANUAL ON/OFF OCCUPANCY SENSOR VACANCY SENSOR TIME CLOCK ON/OFF LIGHT REDUCTION 50% SWITCHING DIMMING TYPE DIMMING LEVEL AFTER HOURS OVERRIDE SEE NOTES BELOW 100 RETAIL --- X --- --- TC X --- --- X TC 101 CONFERENCE ROOM DL X --- --- --- --- 0-10V SEE 'DL' BELOW --- DL 102 CONFERENCE ROOM --- X --- X --- X --- --- --- VS 103 CONFERENCE ROOM --- X --- X --- X --- --- --- VS 104 CONFERENCE ROOM --- X --- X --- X --- --- --- VS 105 PRINT ROOM --- X --- X --- X --- --- --- VS 106 OPEN OFFICE AREA --- X --- --- TC X --- --- X TC 107 CONFERENCE ROOM --- VS --- X --- --- --- --- --- VS 108 CONFERENCE ROOM --- VS --- X --- --- --- --- --- VS 109 BREAK ROOM --- X --- X --- X --- --- --- VS 110 HALLWAY/ OFFICE EXTENSION --- X --- --- TC X --- --- X TC 111 STORAGE ROOM --- X --- X --- X --- --- --- VS 112 BATHROOM --- --- X --- --- --- --- --- --- OS 113 BATHROOM --- --- X --- --- --- --- --- --- OS 114 BATHROOM --- --- X --- --- --- --- --- --- OS 115 BATHROOM --- --- X --- --- --- --- --- --- OS 117 JANITOR'S CLOSET --- VS --- X --- --- --- --- --- VS 118 SERVER ROOM --- X --- X --- X --- --- --- VS 120 HALLWAY --- EXISTING TO REMAIN > --- --- --- --- --- --- 121 HALLWAY (FIXTURES 'LT) --- --- X --- --- --- --- --- --- OS 121 HALLWAY (FIXTURES 'L3') --- X X --- --- X --- --- --- OS 122 OPEN OFFICE AREA --- X --- --- TC X --- --- X TC 123 INSURANCE OFFICE --- X --- X --- X --- --- --- VS 124 CONFERENCE ROOM DL X --- --- --- --- 0-10V SEE 'DL' BELOW --- DL GENERAL NOTES: OS - TURNS LIGHTS ON AUTOMATICALLY AND TURNS LIGHTS OFF BOTH MANUALLY AND AUTOMATICALLY A Provide all parts and pieces necessary to make a functional lighting control system with all controls as marked above. Manufacturer to be Owner Approved Product. B Supplier to provide complete wiring diagram prior to installation. C If dimming is called for in schedule above, it is the Contractors responsibility to verify and provide all necessary parts, ballasts, drivers, etc. to provide the dimming function. D Contractor to provide all wiring necessary including any 0-10V control wiring as required. DL - DAY LIT SENSOR MUST TURN LIGHTS ON AND OFF AUTOMATICALLY AND DIM LIGHTS IN RESPONSE TO DAYLIGHT LEVEL REGULAR TOGGLE SWITCHES "a" AND "b" ALSO CONTROLS LIGHTS ON/OFF. DAY LIT SENSOR MUST DIM LIGHTS CONTINUOUSLY TO LESS THAN 20% OR BE CAPABLE OF STEPPED DIMMING. THE ONLY FIXTURES TO BE CONTROLLED BY THE DAY -LIT SENSOR SHALL BE FIXTURE TYPE "L11". SEE FIXTURE SCHEDULE. OS - TURNS LIGHTS ON AUTOMATICALLY AND TURNS LIGHTS OFF BOTH MANUALLY AND AUTOMATICALLY VS - VACANCY SENSOR MUST TURN LIGHTS ON MANUALLY AND OFF BOTH MANUALLY AND AUTOMATICALLY (2015 WASH. CODE C405.2.1.1.3). AUTO ON TO NOT MORE THAN 50% POWER IS ALSO ACCEPTABLE. TC - TURNS LIGHTS OFF AUTOMATICALLY AT SET TIME. MARK EM EMX EX L1 L2 L3 L5 L6 L7 L10 L10E L11 LI2 L20 DESCRIPTION EMERGENCY LIGHTING EXIT / EMERGENCY LIGHT EXIT LIGHT 2X4 GRID -MOUNT 2X2 GRID -MOUNT RECESSED 4" LED DOWN LIGHT TRACK HEAD STRAIGHT TRACK FLEX TRACK SYSTEM CAPS MINI PENDANT SAME AS L10 BUT CONNECTED TO INVERTER METAL CYLINDER PENDANT TO SIGN R-7,9 18 EM —' 4 DUNHAM Dunham Associates, Inc. 50 South Sixth Street / Suite 1100 Minneapolis, Minnesota 55402-1540 PHONE 612.465.7550 FAX 612.465.7551 WEB dunhameng.com mechanical + electrical consulting engineering DUNHAM PROJECT NO.: 0418995-126 L11 L-10 L5.(.26) Od L-8 c L10E L-10 .0.6d EMX L=14 EMX L-10 L2 „ 3y 1 L=2 ' g x L3 L 16 11,■,_---- —1 14 I y6 L12Q j®nL11 IL L=16 Q�. a (112) L=16 x (114)I I (115) L I L 16 L26 14 �� 01�� 1• �..------ g _ 1 L L g �l • L •4 L M2 q-� ; `. 1 L2 f ®_ II�� a� Q► LIGHTING PLAN 1/8'=1'-0' CEILING MOUNTED BATHROOM LIGHT - NEW BATHROOM WALL MOUNTED BATHROOM LIGHT - EXIST. BATHROOMS INSTALLED BY E.C. E.C. E.C. E.C. E.C. E.C. E.C. E.C. E.C. E.C. E.C. E.C. E.C. E.C. MANUFACTURER LITHONIA LITHONIA LITHONIA CREE CREE PHILIPS OMEGA CONTECH CONTECH CONTECH ET2 LIGHTING ET2 LIGHTING CONTECH LEVINE WINDAZE LIGHT FIXTURE SCHEDULE MODEL # EU2-LED-M12 2 -LIGHT LED EMERG UNIT LHQM-LED-R-SD LQM-S-W-G-120/277 ZR -24-40 ZR -22-40 OM4LED28120-R4LED3OKCS CTL803OS LTX -8S LIR42-S RED 8" DIAMETER PENDANT (E20054-03) RED 8" DIAMETER PENDANT (E20054-03) CY7-CPL3-40K-MVD-P SHALLOW FLUSH -MOUNT 11" WIDE MAKEUP MIRROR FRONT LIGHT VANITY MOUNTING SURFACE SURFACE SURFACE RECESSED RECESSED RECESSED TRACK TRACK TRACK PENDANT PENDANT PENDANT SURFACE SURFACE LAMPS LED LED LED LED LED OM4LED, 1500 LUMEN, 3000K PAR 30 LED PHILLIPS LED - 46677425265 PHILLIPS LED - 46677425265 LED 12W LED 12W LED VOLTS 120 120 120 120 120 120 120 120 120 120 120 120 WATTS 3 2 0.62 44.8 28 12 12 12 35 12 12 REMARKS T -GRID MOUNT AND PENDANT, 3000K, STANDARD OUTPUT T -GRID MOUNT AND PENDANT, 3000K, STANDARD OUTPUT OMEGA SERIES 'X' - IN LENGTHS REQUIRED ATTACH DIRECTLY TO BOTTOM OF SOFFIT, FEWEST POSSIBLE SECTIONS HECEIVED CITY OFT PHILLIPS/DIMABLE/, A-19, WARM WHITE LAMP. HUNG 36" ABOVE WORK SURFACE, on DL controls UKWILA PHILLIPS/DIMABLE/, A-19, WARM WHITE LAMP. HUNG 36" ABOVE WORK SURFACE, on DL corolsL 2 011 CORDED; SEE ARCH PLANS FOR MOUNTING HEIGHT (TO BOTTOM OF FIXTURE); 0-10A1NJ CLN I 1 WHITE WHITE Nw I.L e;C w/ a- 1 -LI W~ I- W Z W� Q D01(1.5 N� (n U) CO CO T"'" CO O7 PROJECT: N- U U 2 o 22 1 m Q � m � 0 Z Z w O 0 2 0 a V Q I J 0 0- J 0 0 a) I— Z 2 a_ 0 PLOT DATE: N M w POWER PLAN KEYNOTES O EXISTING ELECTRICAL PANELS AND ONE RELOCATED PANEL. SEE SHEET E2.1 FOR DETAILS. O2 PROVIDE TWO -GANG DATA OUTLET, 3/4" CONDUIT AND CAT.6 CABLE TO EACH DATA OUTLET. SEE ARCHITECTURAL SHEETS A6.0 AND A6.1 FOR ALL LOW VOLTAGE WORK REQUIRED AND RESPONSIBILITIES. TYPICAL ALL DATA OUTLETS SHOWN. 10 11 12 13 14 15 16 17 18 19 • 21 • • • • • • • • 30 31 • 33 34 TRAFFIC COUNTER (WALL MOUNTED): CLEARCOUNT 3D, SENSOURCE WITH EXTENSION POLE AS REQUIRED. UNIT IS PoE (POWERED OVER ETHERNET), MAX 4.5 WATTS. VERIFY ALL REQUIREMENTS WITH MANUFACTURER. CONNECT WITH CAT.5E. SEE SHEET A5.1 FOR A/V WIRING BY E.C. VENDOR TO MAKE FINAL CONNECTIONS. PROVIDE CONNECTION TO (4) MONITORS IN MEDIA WALL. VERIFY REQUIREMENTS WITH VENDOR. INSTALL SHOW -WINDOW RECEPTACLE ABOVE WINDOW. COLOR TO MATCH WALL. ROUTE CONDUIT AND WIRE FOR POWER AND DATA DOWN 2" TUBE/POLE. SEE SHEET A8.0 FOR DETAIL. PROVIDE CONNECTION TO RELOCATED DRINKING FOUNTAIN. VERIFY CORD AND PLUG AND GFI. EXISTING FAN/LIGHT COMBOS, SWITCHES, EXH FANS AND RECEPTACLES TO REMAIN IN EXISTING RESTROOMS. RECONNECT TO RELOCATED ELECTRICAL PANELS AS REQUIRED. CIRCUITRY SHOWN FOR REFERENCE ONLY. PROVIDE CONNECTION FOR DISHWASHER: 120V/1 PH, 9.1 AMPS. VERIFY CORD AND PLUG REQUIREMENT. PROVIDE CONNECTION AS REQUIRED FOR WAP (WIRELESS ACCESS POINT). VERIFY REQUIREMENTS WITH VENDOR. E.C. TO VERIFY REQUIREMENTS FOR A SECURITY SYSTEM AND PROVIDE AS REQUIRED. VERIFY WITH OWNER. E.C. TO VERIFY REQUIREMENTS FOR SOUND SYSTEM AND PROVIDE AS REQUIRED. VERIFY WITH OWNER AND SHEET A5.1. TRENCH AND PATCH FLOOR AS REQUIRED. VERIFY EXACT LOCATIONS WITH ARCHITECTURAL SHEETS (A5.1). INSTALL IN MEDIA WALL SEE ARCHITECTURAL SHEETS FOR EXACT LOCATION. POWERED A/V ANTENNA. SEE SHEET A5.1. VERIFY EXACT LOCATION. SECURITY PANEL. SEE SHEET A5.1. PROVIDE WALL BOX FOR RECEPT AND DATA CONNECTIONS TO DEVICES IN TABLE AS REQUIRED. SEE ARCH. DETAILS. SEE SHEET A5.1 FOR REQUIREMENTS AND RESPONSIBILITIES REGARDING ALL SOUND AND A/V DEVICES. UPS SYSTEM FOR CONNECTION OF (2) IT RACKS ONLY. PROVIDED BY OWNER. CONNECT AS REQUIRED. PROVIDE SPD SURGE SUPPRESSION. DEVICE TO BE STANDARD PACKAGE, NEMA -1 ENCLOSURE. kA RATING TO BE 250. CONNECT TO PANEL 'L'. EATON #SPD -250 -208Y -2K OR EQUAL. PROVIDE WALL SWITCH AND CONNECTION TO DISPOSAL: 120V/1 PH, 9 AMPS. A/V RACKS. SEE SHEET A5.1 FOR DETAILS. PROVIDE FLOOR BOX AND CONNECTION TO RECEPTACLES AND DATA OUTLETS AT DESK AS REQUIRED. FLOOR BOX TO BE WIREMOLD OR EQUAL. VERIFY FLOOR TYPE. PROVIDE SURGE SUPPRESSION RECEPTACLE DENOTED BY "SR". TYPICAL. LEGRAND #5362 -SP OR EQUAL. COORDINATE T -STAT CONTROL WIRING FOR TRANSFER FAN (TF -1) WITH G.C. CONNECT EF -1 TO BE INTERLOCKED WITH RTU -3. CONNECT EF -2 AND EF -3 TO BE CONTROLLED BY TIME CLOCK. PROVIDE CONTACTOR AS REQUIRED. PROVIDE CONTROLLED RECEPTACLE PER WASHINGTON ENERGY CODE. LEGRAND #PLT26251 OR EQUAL. THIS RECEPTACLE TO BE CONTROLLED BY TIMECLOCK. PROVIDE CONTACTOR AS REQUIRED (CIRCUITS P-1, L-33). ROUTE CONDUIT AND WIRE FOR POWER/DATA DOWN POST/CHASE. ROUTE CONDUIT AND WIRE FOR POWER/DATA DOWN SPINE OF CUBICLE WALL. FIELD COORDINATE. DISCONNECT EXISTING 'BEST BUY' ELECTRICAL PANEL, RELOCATE AND RENAME AS PANEL 'R'. REMOVE EXISTING FEEDER FROM 'BEST BUY' PANEL BACK TO SOURCE. RECONNECT EXISTING HEATER AS SHOWN. GENERAL NOTES 1. ALL WORK SHALL COMPLY WITH LOCAL AND STATE ELEC. CODES, IN ADDITION TO THE NATIONAL ELECTRIC CODE. 2. ALL RECEPTACLES, DATA OUTLETS, COVERPLATES, ETC. TO BE WHITE. 3. E.C. SHALL BE RESPONSIBLE FOR WIRING ALL NEW ELECTRICAL DEVICES (RECEPTACLES, LIGHTS, ETC.) TO THE ELECTRICAL PANELS INCLUDING ALL REQUIRED NEW CIRCUIT BREAKERS, WIRING AND CONDUIT, PER THE CIRCUITING SHOWN HERE. 4. ALL CIRCUITS ARE 20A/1P CONNECTED WITH 1/2"C.-2 #12 CU WITH 1 #12 GND UNLESS NOTED OTHERWISE. 5. HOME RUNS TO BE IN CONDUIT. 6. FIRE ALARM WIRING TO BE PLENUM RATED. MECHANICAL EQUIPMENT SCHEDULE ITEM NO DESCRIPTION AMPS KW VOLTS PHASE DISCONNECT BKR PANEL-CKT WIRE GROUND NOTES RTU -1 EXISTING RTU MCA 208 3 EXIST. EXIST. P-20,22,24 EXIST. EXIST. 2 RTU -2 EXISTING RTU MCA 208 3 EXIST. EXIST. P-26,28,30 EXIST. EXIST. 2 RTU -3 EXISTING RTU MCA 208 3 EXIST. EXIST. P-32,34,36 EXIST. EXIST. 2 RTU -4 EXISTING RTU MCA 208 1 EXIST. EXIST. R-37,39,41 EXIST. EXIST. 2 TF -1 TRANSFER FAN 3.7 FLA 1/4 HP 120 1 20A/1P 20A/1P P-27 112"C.-2 #12 1 #12 1 EF -1 EXHAUST FAN 6.20 744 W 120 1 20A/1P 20A/1P L-40 1/2"C.-2 #12 1 #12 EF -2 EXHAUST FAN 1.38 166 W 120 1 20A/1P 20A/1P L-42 1/2"C.-2 #12 1 #12 EF -3 EXHAUST FAN 0.10 12 W 120 1 20A/1P 20A/1P P-3 1/2"C.-2 #12 1 #12 WH -1 WATER HEATER 12.5 1.5 120 1 20A/1P 20A/1P P-29 1/2"C.-2 #12 1 #12 WH -2 WATER HEATER 15.0 1.8 120 1 20A/1P 20A/1P P-31 1/2"C.-2 #12 1 #12 WHX-3 EXISTING WATER HEATER 14.4 --- 208 1 LOCK -OFF 20A/2P P-33,35 EXIST. EXIST. 2 WHX-4 EXISTING WATER HEATER --- 3.0 120 1 LOCK -OFF 25A/1P R-35 EXIST. EXIST. 2 WHX-5 EXISTING WATER HEATER 14.4 --- 208 1 LOCK -OFF 20A/2P L-34,36 EXIST. EXIST. 2 GENERAL NOTES A. DIVISION 16 CONTRACTOR TO PROVIDE RECEPTACLES AND DISCONNECT SWITCHES AS CALLED FOR IN THE SCHEDULE ABOVE UNLESS NOTED OTHERWISE. B. VERIFY ALL EQUIPMENT RATINGS AND REQUIREMENTS WITH APPROVED SHOP DRAWINGS/OWNER SUPPLIER PRIOR TO ROUGH IN. C. ALL EQUIPMENT AND MOTORS TO BE CONNECTED BY DIVISION 16 CONTRACTOR UNLESS STATED OTHERWISE. MOTOR/EQUIPMENT SCHEDULE NOTE (NOT ALL NOTES MAY BE USED) 1. VERIFY CONTROLS WITH MECH. CONTRACTOR 2. RECONNECT EXISTING EQUIP. TO RELOCATED ELECTRICAL PANEL P-23 0 PANEL AND CIRCUIT # (TYP)--L-30 SEE MECHANICAL EQUIPMENT SCHEDULE THIS SHEET (TYP) P-12 ABOVE COUNTER (GFI) L-15 RETAIL AUDIO CONTROL PANEL t L-37,39,41 <>1/2"C.-3 #10, #10 GND DUNHAM Dunham Associates, Inc. 50 South Sixth Street / Suite 1100 Minneapolis, Minnesota 55402-1540 PHONE 612.465.7550 FAX 612.465.7551 WEB dunhameng.com mechanical + electrical consulting engineering DUNHAM PROJECT NO.: 0418995-126 Lai W VJ rx QW W z o0 F- W ZO rn W� Q =O D� O) f- PROJECT: PLOT DATE: C 0 .7) a) CC N M RECEIVED CITY OF TUKWILA SEP 222017 PERMIT CENTER Z W CN ■ Panel: P Voltage: 120/208v, 3Ph, 4w No. Amp/p Note Description Ph Code L VA Code C VA Code R VA Code M VA Code E VA Code K VA Code D VA 1 20/1 1 CONF. ROOM RECEPTS-A - A - 120.2 Conduit and Wire 600 Distance From PANEL P To PANEL R 3 20/1 1 CONF. ROOM RECEPTS-B - B - To RTU -3 600 12 NOTES TO ELECTRICAL CONTRACTOR A. Electrical Contractor upon being 5 20/1 1 COPIER - C - NEC 110.24(A), (B) field marking requirements. This proceedure shall be done for all new and/or 180 1500 C. Electrical Contractor to provide series rated labeling per NEC 110-22(B) where there is an applied series rating as shown on the drawings. D. Any additional costs for failure to comply with the above requirements will be strictly at contractors expense. Engineering Contact: Mark Carlson 7 20/1 1 CONF. ROOM RECEPTS - A - 1200 600 9 20/1 1 BATHROOM RECEPTS - B - 1200 180 800 11 20/1 1 COPIER - C - 720 1500 13 20/1 1 COPIER - A - 1500 15 20/1 1 LOUNGE REFRIGERATORS - B - 1000 17 20/1 1 LOUNGE RECEPTS - C - 900 360 19 20/1 1 SPARE - A - 21 20/1 1 SPARE - B - 23 20/1 1 SHOW WINDOW RECEPTS - C - 720 25 20/1 1 SPARE - A - 50 27 20/1 1 TF -1 (TRANSFER FAN) - B - 1000 444 29 20/1 1 WH -1 - C - 1500 31 20/1 1 WH -2 - A - 1800 33 20 / WHX 3 - B - 1498 35 2 1,3 AUTO COUNTER RECEPTS - C - 1498 37 100 2 PANEL 'L' - A - 3385 0 3150 0 0 0 0 39 / " -B - 1153 180 6662 300 0 0 0 41 3- C- 2375 1620 4984 0 0 0 0 2 20/1 1 122 - OFFICE RECEPTS-A - A - 720 800 4 20/1 1 122 - OFFICE RECEPTS-B - B - 800 6 20/1 1 122 - OFFICE RECEPTS-C - C - 600 800 8 20/1 1 122 - OFFICE RECEPTS-D - A - 720 800 10 20/1 1 122 - OFFICE RECEPTS-E - B - 392 800 12 20/1 1 122 - OFFICE RECEPTS-F - C - 540 800 14 15/1 1 122 - OFFICE RECEPTS-G - A - 770 800 16 20/1 1 122 - OFFICE RECEPTS-H - B - 461 800 18 20/1 1 122 - OFFICE RECEPTS-I - C - 1235 400 20 60 1 EXIST. RTU -1 - A - 1175 6461 22 / 1 " -B- 300 180 6461 24 3-C- 1 RETAIL AREA RECEPTS - C - 720 6461 26 60 1 EXIST. RTU -2 - A - 400 6461 28 / 1 " - B - 600 6461 30 3" 1 RETAIL AREA RECEPTS - C - 720 6461 32 35 1 EXIST. RTU -3 - A - 3326 34 / 1 " - B - 1498 3326 36 3" 1 EXIST. SPARE - C - 1498 3326 38 100 1 PANEL 'R' - A - 1200 0 3680 3380 0 0 0 40 / 1 " - B - 1200 0 4392 3380 0 0 0 42 3" 1 EF -2 - C- 0 0 5600 3380 0 0 0 Through Feed Connection - - A - Lug ' NONE - B - - - C - Main Breaker - - A - 4585 0 13730 19628 0 0 0 MLO - B - 2353 360 16552 20384 0 0 0 - - C- 2375 2520 19302 19628 0 0 0 Overcurrent Device Notes: Conn KVA phase loads Total - A - - B - - C - 1 - EXISTING BREAKER 121.4 37.9 39.6 43.8 2 - PROVIDE LOCK -ON DEVICE Dmd Conn Bus KVA loads 3 - RECONNECT EXISTING CIRCUIT TO RELOCATED PANEL 11.6 9.3 Code L' Lighting EXTEND AS REQUIRED. 2.9 2.9 Code C7 Convenience Receptacles (180 W) 49.6 49.6 Code R7 Receptacles (Non Convenience) Panelboard Notes: 64.1 59.6 Code MI Motors Largest Mtr VA = 18000 ' 1 - WAS PANEL 'A' IN 'DRESS BARN' 0.0 0.0 Code El Heat 2 - 0.0 0.0 Code K = Kitchen Equip Dmd = 100%' 3 - 0.0 0.0 Code D7 Dwelling Units (Hotel/Motel Rooms) 4 - 128.2 121.4 Total KVA 5 - 0.0 Spare KVA Spare = 0% 1 EXIST. : Mounting 128.2 Adjusted KVA (Demand + Spare KVA) EXIST. : Amps AIC Rating 356 Adjusted Amps (Demand + Spare KVA) 600 : Amp Rating of Bus 9/20/17 MLO : Panel Amp Rating (Min Main or Bus Rating) File Name: Project Number : Project Name : 208 : Phase to Phase Voltage ' PANELS AAA - TUKWILA ELECTRICAL LOAD SUMMARY LOAD TYPE CONNECT. LOAD (KW) DEMAND FACTOR DEMAND LOAD (KW) LIGHTING 7.3 1.25 9.1 RECEPTACLES 53.3 1.00 53.3 H.V.A.C. 59.6 1.00 64.1 TOTAL 120.2 Conduit and Wire 126.5 SERVICE SIZING LOAD = 126.5 KW 126.5 ® 208V/3PH = 352 AMPS ELECTRICAL LEGEND JQ JUNCTION BOX DUPLEX RECEPTACLE, 20 AMP, 120V QUADRAPLEX RECEPTACLE, 20 AMP, 120V SR$ SURGE SUPPRESSION QUAD RECEPTACLE 20A, 120V 401 DOUBLE TELEPHONE/DATA OUTLET CURRENT LIMITING BREAKER Qs CEILING OCCUPANCY SENSOR - WHITE DL DAY -LIT DAY -LIT SENSOR SINGLE -FACE EXIT SIGN DOUBLE -FACE EXIT SIGN ® CEILING -MOUNTED VACANCY SENSOR -® WALL -MOUNTED VACANCY SENSOR -{ WALL -MOUNTED OCCUPANCY SENSOR Panel: L Voltage: 120/208v, 3Ph, 4w No. Amp/p Note Description Ph Code L VA Code C VA Code R VA Code M VA Code E VA Code K VA Code D VA 1 20/1 1 ROOM 106 -OFFICE AREA RECEPTS-E - A - 1 set, 1-1/4"C Metal, 4 #3 CU Conduit and Wire 800 Distance From PANEL P To PANEL R 3 20/1 1 ROOM 106 -OFFICE AREA RECEPTS-F - B - To RTU -3 800 NOTES TO ELECTRICAL CONTRACTOR A. Electrical Contractor upon being 5 20/1 1 ROOM 106 -OFFICE AREA RECEPTS-G - C - NEC 110.24(A), (B) field marking requirements. This proceedure shall be done for all new and/or 180 400 C. Electrical Contractor to provide series rated labeling per NEC 110-22(B) where there is an applied series rating as shown on the drawings. D. Any additional costs for failure to comply with the above requirements will be strictly at contractors expense. Engineering Contact: Mark Carlson 7 20/1 1 ROOM 106 -OFFICE AREA RECEPTS-H - A - 1200 800 9 20/1 1 ROOM 106 -OFFICE AREA RECEPTS-I - B - 1200 800 11 20/1 1 ROOM 106/110-RECEPTS-J - C - 720 400 13 20/1 1 ROOM 106/110-RECEPTS-K - A - 800 15 20/1 1 DRINKING FOUNTAIN - B - 500 17 20/1 1 AUTO DESK RECEPTS - C - 360 19 20/1 1 SPARE - A - 21 20/1 1 SPARE - B - 23 20/1 1 SPARE - C - 25 20/1 1 TIMECLOCK - A - 50 27 20/1 1 AN MONITORS @ MEDIA WALL - B - 1000 29 20/1 1 "AUTO" DESK RECEPTS - C - 720 31 20/1 1 POWERED ANTENNA - A - 300 33 20/1 RETAIL AREA RECEPTS - B - 720 35 20/1 1,3 AUTO COUNTER RECEPTS - C - 720 37 30 2 SURGE PROTECTION - A - 0 3380 39 /" " -B- 0 3380 41 3" -C- 0 3380 2 20/1 1 LIGHTS -SALES - A - 720 800 4 20/1 1 SPARE -B- 800 6 20/1 1 LIGHTS -SALES - C - 600 800 8 20/1 1 LIGHTS -SALES - A - 720 800 10 20/1 1 LIGHTS -SALES - B - 392 12 20/1 1 LIGHTS-OFFICES/CONF ROOMS A - C - 540 14 20/1 1 LIGHTS-OFFICES/CONF ROOMS B - A - 770 1080 16 20/1 1 LIGHTS-RESTROOMS, HALL - B - 461 1092 18 20/1 1 LIGHTS -RM 106 A - C - 1235 20 20/1 1 LIGHTS -RM 106 B - A - 1175 22 20/1 1 EXISTING RESTRM LIGHTS, EXH FANS - B - 300 180 300 24 20/1 1 RETAIL AREA RECEPTS - C - 720 26 20/1 1 SPARE - A - 400 28 20/1 1 MEDIA WALL RECEPTS - B - 600 30 20/1 1 RETAIL AREA RECEPTS - C - 720 32 20/1 1 SPARE - A - 34 20 / 1 EXIST. WATER HEATER (WHX 5) - B - 1498 36 2 1 EXIST. SPARE - C - 1498 38 20/1 1 SPARE - A - 40 20/1 1 EF -1 - B - 744 42 20/1 1 EF -2 - C - 166 Through Feed Connection - A - Lug ' - B - - C - Main Breaker - - A- 3385 0 3150 0 0 0 0 MLO - B - 1153 180 6662 300 0 0 0 - - C- 2375 1620 4984 0 0 0 0 Overcurrent Device Notes: Conn KVA phase loads Total - A - - B - - C - 1 - EXISTING BREAKER 23.8 6.5 8.3 9.0 2 - PROVIDE LOCK -ON DEVICE Dmd Conn Bus KVA loads 3 - RECONNECT EXISTING CIRCUIT TO RELOCATED PANEL 8.6 6.9 Code L'Lighting EXTEND AS REQUIRED. 1.8 1.8 Code C 7 Convenience Receptacles (180 W) 14.8 14.8 Code R7 Receptacles (Non Convenience) Panelboard Notes: 2.3 0.3 Code MI Motors Largest Mtr VA = 7875 ' 1 - WAS PANEL 'B' IN 'DRESS BARN' 0.0 0.0 Code E = Heat 2 - 0.0 0.0 Code K'- Kitchen Equip Dmd = 100%' 3 - 0.0 0.0 Code D'- Dwelling Units (Hotel/Motel Rooms) 4 - 27.5 23.8 Total KVA 5 - 0.0 Spare KVA Spare = 0% EXIST. : Mounting 27.5 Adjusted KVA (Demand + Spare KVA) EXIST. : Amps AIC Rating 76 Adjusted Amps (Demand + Spare KVA) 100 : Amp Rating of Bus 9/20/17 MLO : Panel Amp Rating (Min Main or Bus Rating) File Name: Project Number : Project Name : 208 : Phase to Phase Voltage PANELS AAA - TUKWILA RECONNECT EXISTING AIR CONDITIONING UNITS AS SHOWN. PROVIDE BREAKERS IN PANELS AS REQUIRED. MATCH EXISTING MANUFACTURER AND RATINGS E.C. TO VISIT SITE, INVESTIGATE EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO ELECTRICAL DESIGNER PRIOR TO BID. EXISTING FEEDERS TO REMAIN EXISTING DISCONNECT SWITCHES AND METERS TO REMAIN DISCONNECT AND REMOVE EXISTING DISCONNECT SWITCH, METER AND ASSOCIATED FEEDER TO EXISTING 'BEST BUY' PANEL. VERIFY REQUIREMENTS/LIMITATIONS WITH LANDLORD. EXIST. WIREWAY 600A/ I I 600AF N U 10,730A i11 -i AVAILABLE FAULT CURRENT ELECTRICAL ROOM r Panel: R Voltage: 120/208v, 3Ph, 4w No. Amp/p Note Description Ph Code L VA Code C VA Code R VA Code M VA Code E VA Code K VA Code D VA 1 20/1 1,2 AN RACK -A - A - 1 set, 1-1/4"C Metal, 4 #3 CU Conduit and Wire 1000 Distance From PANEL P To PANEL R 3 20/1 1,2 AN RACK -B - B - To RTU -3 1000 NOTES TO ELECTRICAL CONTRACTOR A. Electrical Contractor upon being 5 20/1 1,2 UPS - C - NEC 110.24(A), (B) field marking requirements. This proceedure shall be done for all new and/or relocated switchgear and/or panels regardless of current code adoption. 1800 C. Electrical Contractor to provide series rated labeling per NEC 110-22(B) where there is an applied series rating as shown on the drawings. D. Any additional costs for failure to comply with the above requirements will be strictly at contractors expense. Engineering Contact: Mark Carlson 7 20/1 1 SIGN - A - 1200 9 20/1 1 SIGN - B - 1200 11 20/1 1 EXIST. SPARE - C - 13 20/1 1 EXIST. SPARE - A - 15 20/1 1 EXIST. SPARE - B - 17 20/1 1 EXIST. SPARE - C - 19 20/1 1 EXIST. SPARE - A - 21 20/1 1 EXIST. SPARE - B - 23 20/1 1 EXIST. SPARE - C - 25 20/1 1 EXIST. SPARE - A - 27 20/1 1 EXIST. SPARE - B - 29 20/1 1 EXIST. SPARE - C - 31 20/1 1 EXIST. SPARE - A - 33 20/1 EXIST. HEATER - B - 1500 35 25/1 1,3 EXIST. WATER HEATER (WHX-4) - C - 3000 37 40 1,3 EXIST. RTU -4 - A - 3380 39 / " - B - 3380 41 3" - C - 3380 2 20/1 1 ROOM 106 - CUBICLE RECEPTS-A - A - 800 4 20/1 1 ROOM 106 - CUBICLE RECEPTS-B - B - 800 6 20/1 1 ROOM 106 - CUBICLE RECEPTS-C - C - 800 8 20/1 1 ROOM 106 - CUBICLE RECEPTS-D - A - 800 10 20/1 1 EXIST. SPARE - B - 12 20/1 1 EXIST. SPARE - C - 14 20/1 1 DISPOSAL - A - 1080 16 20/1 1 DISHWASHER - B - 1092 18 20/1 1 EXIST. SPARE - C - 20 20/1 1 EXIST. SPARE - A - 22 20/1 1 EXIST. SPARE - B - 24 20/1 1 EXIST. SPARE - C - 26 20/1 1 EXIST. SPARE - A - 28 20/1 1 EXIST. SPARE - B - 30 20/1 1 EXIST. SPARE - C - 32 20/1 1 EXIST. SPARE - A - 34 20/1 1 EXIST. SPARE - B - 36 20/1 1 EXIST. SPARE - C - 38 20/1 1 EXIST. SPARE - A - 40 20/1 1 EXIST. SPARE - B - 42 20/1 1 EXIST. SPARE - C - Through FeedLug' Connection - A - -B- - C - Main Breaker - - A - 1200 0 3680 3380 0 0 0 EXIST. 200A/3P - B - 1200 0 4392 3380 0 0 0 - - C- 0 0 5600 3380 0 0 0 Overcurrent Device Notes: Conn KVA phase loads Total - A - - B - - C - 1 - EXISTING BREAKER 26.2 8.3 9.0 9.0 2 - PROVIDE LOCK -ON DEVICE Dmd Conn Bus KVA loads 3 - RECONNECT EXISTING CIRCUIT TO RELOCATED PANEL 3.0 2.4 Code L -'Lighting EXTEND AS REQUIRED. 0.0 0.0 Code C' Convenience Receptacles (180 W) 13.7 13.7 Code R7 Receptacles (Non Convenience) Panelboard Notes: 12.4 10.1 Code MI Motors Largest Mtr VA = 9000 1 1 - WAS PANEL IN BEST BUY 0.0 0.0 Code E = Heat 2 - 0.0 0.0 Code K' Kitchen Equip Dmd = 0% ' 3 - 0.0 0.0 Code D'- Dwelling Units (Hotel/Motel Rooms) 4 - 29.1 26.2 Total KVA 5 - 0.0 Spare KVA Spare = 0% RECESSED : Mounting 29.1 Adjusted KVA (Demand + Spare KVA) EXIST. : Amps AIC Rating 81 Adjusted Amps (Demand + Spare KVA) 200 : Amp Rating of Bus 9/20/17 200 : Panel Amp Rating (Min Main or Bus Rating) File Name: Project Number : Project Name : 208 : Phase to Phase Voltage ' PANELS AAA - TUKWILA EXISTING 600 -AMP FEEDER TO REMAIN. �1-1/4"C.-4 #3, #8 GND -I - EXIST. PANEL i 600A MLO L 9,891A j I EXIST. PANEL L 100A MLO L 9,606A] r -_-i I RELOC. I PANEL I „R„ 200A MCB L 9,596A j FORMERLY 'BEST BUY' 1,985A EXIST. 100A FEEDER TO REMAIN AAA SPACE SEE POWER PLAN ELECTRICAL RISER DIAGRAM NO SCALE Fault current calculations and AIC design are based on the following assumptions. 37,790 Short Circuit Amps Available at Service Entrance 2 sets, 3"C Metal, 4#350 CU Conduit and Wire 15' Distance From XFMR To 600A D.S. 2 sets, 3"C Metal, 4#350 CU Conduit and Wire 285' Distance From 600A D.S. To PANEL P 1 set, 1-1/4"C Metal, 4 #3 CU Conduit and Wire 15' Distance From PANEL P To PANEL R 1 set, 3/4"C Metal, 3 #8 CU Conduit and Wire 64' Distance From PANEL R To RTU -3 All conductors based on copper unless noted otherwise NOTES TO ELECTRICAL CONTRACTOR A. Electrical Contractor upon being awarded contract, shall contact the utility to obtain the actual available fault current and verify all above information upon arrival on site, prior to ordering or approving release of equipment and report updated information to contact below. Engineer will recalculate available fault currents and relay results to the Electrical Contractor for compliance with NEC 110.24(A), (B) field marking requirements. This proceedure shall be done for all new and/or relocated switchgear and/or panels regardless of current code adoption. B. Electrical Contractor to provide arc -flash hazard warning field marking per NEC 110.16. C. Electrical Contractor to provide series rated labeling per NEC 110-22(B) where there is an applied series rating as shown on the drawings. D. Any additional costs for failure to comply with the above requirements will be strictly at contractors expense. Engineering Contact: Mark Carlson Dunham Associates, Inc. mark.carlson@dunhameng.com 612-465-7675 oas•c:, RECEIVED CITY OF TUKWILA SEP 2 2 2017 PERMIT CENTER DUNHAM Dunham Associates, Inc. 50 South Sixth Street / Suite 1100 Minneapolis, Minnesota 55402-1540 PHONE 612.465.7550 FAX 612.465.7551 WEB dunhameng.com mechanical + electrical consulting engineering DUNHAM PROJECT NO.: 0418995-126 0 o rn 5 coo te w VJ �N it W ao W z o0 I- w Z O C) W E <C L= O 7 QP)(NI 141;-1 O z_ cc 0 l - z LU o_ O UJ Lu cn PLOT DATE: 0 U U m co Q W m Z Z w0 0 c 0 Q U U) 0 .a) r - N M N W DIVISION 16 ELECTRICAL SPECIFICATIONS PART 1 - GENERAL 1.01 GENERAL CONDITIONS A. THE GENERAL, SPECIAL, AND OTHER CONDITIONS OF THE ARCHITECTURAL DOCUMENTS SHALL BE CONSIDERED AN INTEGRAL PART OF THESE ELECTRICAL SPECIFICATIONS. B. REFERENCE TO "CONTRACTOR" IN THIS SPECIFICATION SHALL MEAN "ELECTRICAL CONTRACTOR", UNLESS OTHERWISE NOTED. 1.02 DRAWINGS AND DOCUMENTS A. THE ELECTRICAL DRAWINGS AND SPECIFICATIONS SHALL FORM A SET OF PLANS FOR THE ELECTRICAL WORK. NEITHER THE DRAWINGS NOR THE SPECIFICATIONS SHALL BE COMPLETE WITHOUT THE OTHER. ANY ITEM SHOWN ON THE DRAWINGS OR SPECIFIED IN THE SPECIFICATIONS SHALL BE CONSIDERED AS SHOWN AND SPECIFIED ON BOTH. B. ANY QUESTIONS REGARDING THE INTENT OF THE DRAWINGS OR SPECIFICATIONS SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION AS SOON AS POSSIBLE. IF DIRECTION FROM THE ENGINEER CANNOT BE OBTAINED DUE TO TIME OR COMMUNICATION LIMITATIONS, THE GREATER QUANTITY, HIGHER QUALITY OR CONDITION MOST FAVORABLE TO THE OWNER SHALL BE ASSUMED. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, AND MISCELLANEOUS ITEMS NECESSARY FOR A COMPLETE AND OPERATIONAL ELECTRICAL INSTALLATION, AS SHOWN ON THE DRAWINGS AND CALLED FOR IN THESE SPECIFICATIONS. C. CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH ARCHITECTURAL, STRUCTURAL AND MECHANICAL DRAWINGS AND SPECIFICATIONS. COORDINATE ALL SHAFTS, CHASES, FURRED SPACES, SUSPENDED CEILINGS, LOCATIONS OF EQUIPMENT, ETC. D. ELECTRICAL CONTRACTOR SHALL COORDINATE ROUTING OF ALL CONDUIT AND WIRE WITHIN SOFFITS PROVIDED BY THE GENERAL CONTRACTOR. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL SOFFITING REQUIRED TO COVER INSTALLATIONS NOT COORDINATED OR SPECIFICALLY APPROVED BY THE ARCHITECT AND ENGINEER. E. ELECTRICAL DRAWINGS ARE DIAGRAMMATIC AND ARE INTENDED TO SHOW APPROXIMATE LOCATION ONLY. PLACEMENT OF ELECTRICAL EQUIPMENT AND DEVICES SHALL NOT INTERFERE WITH LOCATIONS OR CLEARANCES OF OTHER TRADES' MATERIALS OR EQUIPMENT. F. DIMENSIONS GIVEN ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. DIMENSIONS, WHETHER GIVEN IN FIGURES OR SCALED, SHALL BE VERIFIED IN THE FIELD. G. CONTRACTOR SHALL VERIFY THAT THE EQUIPMENT TO BE FURNISHED UNDER CONTRACT WILL FIT WITHIN THE AVAILABLE SPACE. H. NOTIFY THE ARCHITECT AND ENGINEER OF ANY DISCREPANCIES BETWEEN ELECTRICAL, ARCHITECTURAL AND MECHANICAL DRAWINGS. I. VERIFY ITEMS SUCH AS DOOR SWINGS, WINDOW LOCATIONS, CASEWORK, ETC., BEFORE INSTALLING ANY ELECTRICAL EQUIPMENT OR DEVICES. ALL DEVICES CONFLICTING WITH AND OTHER TRADES WORK DUE TO LACK OF COORDINATION SHALL BE RELOCATED AT NO ADDITIONAL COST TO THE OWNER. 1.03 SCOPE OF WORK A. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, TOOLS, AND OTHER ITEMS NECESSARY FOR OR INCIDENTAL TO INSTALLATION OF A COMPLETE ELECTRICAL SYSTEM AS REQUIRED FOR THIS PROJECT. 1.04 CODES, INSPECTIONS, AND FEES A. THE COMPLETED ELECTRICAL INSTALLATION SHALL COMPLY WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AS WELL AS ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, REGULATIONS, AND STANDARDS, INCLUDING INTERPRETATIONS OF THESE BY APPROPRIATE AUTHORITIES HAVING JURISDICTION. WHERE THE DRAWINGS AND SPECIFICATIONS CALL FOR WORKMANSHIP OR MATERIALS IN EXCESS OF CODE OR REGULATORY REQUIREMENTS, THE DRAWINGS AND SPECIFICATIONS SHALL GOVERN. B. THE WORK SPECIFIED HEREIN SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY AUTHORIZED REPRESENTATIVES OF THE NATIONAL BOARD OF FIRE UNDERWRITERS, STATE AND LOCAL AUTHORITIES HAVING JURISDICTION, AND THE ENGINEER. THE CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS TO HAVE THE ELECTRICAL WORK INSPECTED BY APPROPRIATE INSPECTOR(S) AND SHALL PROVIDE TWO (2) COPIES OF EVERY FINAL SIGNED "CERTIFICATE OF INSPECTION" TO THE OWNER. C. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES AND PERMITS, PAY ALL FEES AND CHARGES FOR ALL WORK INSTALLED BY THE CONTRACTOR. AND PAY ALL FEES AND CHARGES LEVIED BY THE ELECTRIC UTILITY COMPANY FOR CONNECTION TO ELECTRIC SERVICES. 1.05 INSPECTION OF SITE A. DIVISION 16 CONTRACTOR SHALL VISIT SITE PRIOR TO BID AND FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS IN REGARDS TO THE REQUIREMENTS OF THIS CONTRACT. ANY VISIBLE OR EASILY ATTAINABLE INFORMATION AVAILABLE AT THE SITE, EVEN IF DIFFERING FROM THESE DOCUMENTS, WILL NOT RESULT IN EXTRA COMPENSATION AFTER TIME OF BID. ANY DISCREPENCIES FROM THESE DOCUMENTS, SHOULD BE REPORTED TO THE ARCHITECT/ENGINEER AS SOON AS POSSIBLE. 1.06 TEMPORARY ELECTRICAL SERVICE A. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A TEMPORARY LIGHTING AND POWER SYSTEM AT A LOCATION SPECIFIED BY THE GENERAL CONTRACTOR. THE SERVICE SHALL BE 200 -AMP, 120/240 -VOLT, SINGLE- PHASE, 3 -WIRE, WITH APPROPRIATE METERING AND PROTECTIVE EQUIPMENT. COMPONENTS OF THE TEMPORARY SYSTEM SHALL BE AS REQUIRED BY THE GENERAL CONTRACTOR. THE SYSTEM SHALL COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS. THE CONTRACTOR SHALL REMOVE THE TEMPORARY SYSTEM WHEN IT IS NO LONGER NEEDED. 1.07 MATERIALS AND EQUIPMENT A. UNLESS OTHERWISE SPECIFIED, ALL MATERIAL AND EQUIPMENT SHALL BE NEW AND MANUFACTURED BY RECOGNIZED MANUFACTURERS. ALL MATERIALS AND EQUIPMENT SHALL MEET THE REQUIREMENTS OF GOVERNING CODES. B. ALL MATERIAL AND EQUIPMENT SHALL BE LISTED AND LABELED BY UNDERWRITERS LABORATORIES, INC. (UL), AS CONFORMING TO ITS STANDARDS IN EVERY CASE WHERE SUCH A STANDARD HAS BEEN ESTABLISHED FOR THAT TYPE OF MATERIAL OR EQUIPMENT. C. THE CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL TO USE ANY PROPOSED SUBSTITUTE MATERIAL OR EQUIPMENT BEFORE CONTRACTING TO PURCHASE SUCH SUBSTITUTES. THE OWNER RESERVES THE RIGHT TO REQUIRE THE REMOVAL OF ANY MATERIAL OR EQUIPMENT WHICH DOES NOT HAVE THIS WRITTEN APPROVAL AND WHICH DOES NOT COMPLY WITH THE SPECIFICATIONS, REGARDLESS OF THE STATE OF INSTALLATION OF SUCH EQUIPMENT. D. WHERE EQUIPMENT SUPPLIED BY THE CONTRACTOR HAS CHARACTERISTICS OTHER THAN AS SPECIFIED HEREIN, THE CONTRACTOR SHALL, AT NO ADDITIONAL COST TO THE OWNER, MAKE ALL CHANGES IN THE ELECTRICAL WORK NECESSITATED BY THE SUBSTITUTION. 1.08 WORKMANSHIP A. THE INSTALLATION SPECIFIED HEREIN SHALL BE PERFORMED IN A NEAT AND WORKMANLIKE MANNER BY PERSONS EXPERIENCED AND SKILLED IN THE TRADE. ONLY THE BEST QUALITY WORKMANSHIP WILL BE ACCEPTED. ALL EXPOSED COMPONENTS OF THE ELECTRICAL SYSTEMS SHALL BE SQUARE AND TRUE WITH BUILDING LINES AND SURFACES. 1.09 CORRELATION OF WORK A. THE CONTRACTOR SHALL GIVE CAREFUL CONSIDERATION TO THE WORK OF THE GENERAL, MECHANICAL, AND ALL OTHER CONTRACTORS AND SUBCONTRACTORS ON THE PROJECT AND SHALL ORGANIZE THE ELECTRICAL WORK SO THAT IT WILL NOT INTERFERE WITH THE WORK OF OTHER TRADES. B. DRAWINGS AND SPECIFICATIONS FOR OTHER TRADES AND GENERAL CONSTRUCTION DRAWINGS SHALL BE CONSULTED FOR CORRELATION INFORMATION, DETAILS, DIMENSIONS, ETC. C. THE LOCATION OF ALL OUTLETS, WIRING, AND EQUIPMENT SHALL BE VERIFIED. D. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR MOVING MISPLACED ELECTRICAL SYSTEM COMPONENTS. 1.10 SHOP DRAWINGS A. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR ALL MAJOR ITEMS OF ELECTRICAL EQUIPMENT. SIX (6) SETS OF SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW. THE DRAWINGS SHALL BE REVIEWED AND APPROVED, CONDITIONALLY APPROVED, OR DISAPPROVED BY THE ENGINEER. TWO (2) SETS OF THE REVIEWED DRAWINGS WILL BE RETAINED BY THE ENGINEER. THE REMAINDER WILL BE RETURNED TO THE CONTRACTOR. IN THE CASE OF DISAPPROVAL, THE CONTRACTOR SHALL SUBMIT NEW DRAWINGS, CORRECTED AS REQUIRED BY THE ENGINEER. ALL SHOP DRAWING SUBMITTALS SHALL ALLOW FOR A MINIMUM OF 7 WORKING DAYS FOR ENGINEER REVIEW. B. SHOP DRAWINGS SHALL BE DETAILED DIMENSIONED MANUFACTURERS' DRAWINGS, INCLUDING SCHEMATIC DRAWINGS WHERE APPLICABLE. DRAWINGS SHALL BE LEGIBLE, USE STANDARD ELECTRICAL NOTATIONS, AND BE PREPARED IN A PROFESSIONAL MANNER. HANDWRITTEN SCHEDULES SHALL NOT BE SUBMITTED. EACH SET OF DOCUMENTS SHALL BE BOUND IN A BINDER WITH A TITLE PAGE AND AN INDEX PAGE. THE TITLE PAGE SHALL LIST THE PROJECT NAME AND ADDRESS, AND CONTRACTOR'S NAME, ADDRESS, AND TELEPHONE NUMBER. THE INDEX PAGE SHALL LIST THE ITEMS IN THE BINDER WITH, WHERE APPLICABLE, REFERENCES TO TYPE DESIGNATIONS OR OTHER IDENTIFIERS NOTED ON DRAWINGS OR DRAWING SCHEDULES. A 3"X3" CLEAR SPACE SHALL BE PROVIDED ON THE TITLE OR INDEX PAGE FOR THE ENGINEER'S STAMP. WHERE SPACE PERMITS, TITLE AND INDEX PAGES MAY BE COMBINED. D. THE CONTRACTOR SHALL ASSURE THAT SHOP DRAWINGS ARE COMPLETE BEFORE SUBMITTAL. SUBMITTAL TO THE ENGINEER SHALL BE VIA THE GENERAL CONTRACTOR AND, WHERE REQUIRED, THE ARCHITECT. SHOP DRAWINGS NOT SIGNED BY BOTH THE CONTRACTOR AND THE GENERAL CONTRACTOR SHALL BE RETURNED. E. THE CONTRACTOR SHALL PROVIDE A LIST FOR ANY ITEM SUBMITTED IN THE SHOP DRAWINGS WHICH IS BEING SUBSTITUTED FOR, ADDED TO, OR DELETED FROM MATERIAL SPECIFIED IN THE SPECIFICATIONS. THE LIST SHALL IDENTIFY THE PROPOSED ITEM, THE SPECIFIED ITEM, DIFFERENCES BETWEEN THE TWO, WHETHER THE ITEM IS NEEDED TO COMPLETE A SYSTEM, AND OTHER RELEVANT COMMENTS TO JUSTIFY AN ADDITION, DELETION, OR SUBSTITUTION. THE LIST SHALL BE BEHIND THE TITLE PAGE OF THE SHOP DRAWING SUBMITTAL. IF THE CONTRACTOR USES MATERIALS OTHER THAN THOSE SPECIFIED AND FAILS TO CALL ATTENTION TO THE DIFFERENCES BETWEEN THESE MATERIALS AND THOSE SPECIFIED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT, AT NO ADDITIONAL COST TO THE OWNER, OF ANY SUCH MATERIALS DETERMINED BY THE ENGINEER TO BE UNACCEPTABLE. F. GENERAL DESIGN AND LAYOUT IS THE ONLY APPROVAL IMPLIED BY THE ENGINEER'S SHOP DRAWING APPROVAL STAMP. CONTRACT DOCUMENT REQUIREMENTS NOT NOTED IN THE SHOP DRAWINGS REMAIN REQUIREMENTS OF THE CONTRACT. THE APPROVAL STAMP ON THE SHOP DRAWINGS DOES NOT RELIEVE THE CONTRACTOR OR THE SUPPLIER OF RESPONSIBILITY FOR FULL CONTRACT COMPLIANCE. 1.11 MAINTENANCE MANUAL A. THE CONTRACTOR SHALL FURNISH THE OWNER WITH TWO (2) COPIES OF A MANUAL COVERING THE OPERATION AND MAINTENANCE OF ALL EQUIPMENT PROVIDED UNDER THIS CONTRACT. THE MANUALS SHALL BE 3 -RING, LOOSE LEAF, HEAVY DUTY, STEEL PIANO HINGED NOTEBOOKS, HYTONE #8711 OR EQUAL, AND SUBMITTED TO THE ARCHITECT/ENGINEER FOR APPROVAL. EACH MANUAL SHALL CONTAIN THE FOLLOWING: 1. COMPLETE MANUFACTURER CATALOG DATA, MANUFACTURER'S LITERATURE, WIRING DIAGRAMS, DETAILED OPERATING INSTRUCTIONS, AND A COMPLETE LISTING OF SUPPLIERS AND DISTRIBUTORS WHERE REPLACEMENT PARTS AND MAINTENANCE SERVICES ARE AVAILABLE FOR ALL EQUIPMENT. 2. INSPECTION CERTIFICATES, SIGNED BY THE APPROPRIATE INSPECTOR, SHALL BE FURNISHED IN THE MAINTENANCE MANUAL. 3. AS WORK PROGRESSES, THE CONTRACTOR SHALL MARK A SET OF CONSTRUCTION DOCUMENTS TO SHOW ACTUAL CIRCUIT ROUTING AND MAKEUP, EQUIPMENT LOCATION CHANGES, AND ANY OTHER CHANGES OR DEVIATIONS BETWEEN PROJECT WORK, AS BUILT, AND THE CONTRACT DOCUMENTS. MARKINGS SHALL BE NEAT, LEGIBLE, AND PERMANENT. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL SIMILARLY MARK A SECOND SET OF DOCUMENTS AND PROVIDE BOTH SETS OF AS - BUILT DOCUMENTS TO THE OWNER WITH THE MAINTENANCE MANUALS. 1.12 GUARANTEE A. THE CONTRACTOR SHALL FURNISH THE OWNER WITH A WRITTEN GUARANTEE FOR THE PERIOD OF ONE (1) YEAR AGAINST THE FAILURE OF ANY PART OF THE ELECTRICAL SYSTEMS INSTALLED UNDER THE SPECIFICATIONS DUE TO FAULTY MATERIAL OR WORKMANSHIP. GUARANTEE PERIOD SHALL START UPON SUBSTANTIAL COMPLETION OR AS SPECIFIED UNDER GENERAL AND SPECIAL CONDITIONS. LAMP BULBS SHALL BE OPERABLE ON THE START DATE OF, BUT EXCLUDED FROM, THE GUARANTEE. B. THE CONTRACTOR SHALL ASSURE THAT ANY EXTENDED WARRANTIES TO WHICH THE OWNER IS ELIGIBLE ARE PASSED ON TO THE OWNER. 1.13 CUTTING AND PATCHING A. THE CONTRACTOR SHALL PERFORM ALL CUTTING AND PATCHING NECESSARY FOR THE COMPLETION OF THE ELECTRICAL WORK FOR THIS PROJECT. NO STRUCTURAL MEMBERS SHALL BE DISTURBED WITHOUT OBTAINING WRITTEN PERMISSION OF THE ENGINEER. B. ANY SURFACE WHICH IS DISTURBED IN ANY WAY BY THE CONTRACTOR SHALL BE REPAIRED AND REFINISHED TO PROVIDE A SURFACE EQUAL IN STRENGTH, DURABILITY, AND APPEARANCE TO THE ORIGINAL SURFACE. C. WHERE IT IS NECESSARY TO DRILL OR CUT CONCRETE SURFACES, THE EDGES SHALL BE SHARPLY DEFINED. HOLES SHALL BE MADE WITH A ROTARY DRILL. CUTS SHALL BE MADE WITH A CONCRETE SAW UNLESS SOME OTHER METHOD OF MAKING SPECIFIC CUTS IS APPROVED BY THE ENGINEER. D. PENETRATIONS THROUGH SMOKE, FIRE, HAZARDOUS AREA, OR OTHER RATED SEPARATIONS SHALL BE SEALED TO PRESERVE THE RATINGS OF THE SEPARATIONS. E. ALL CUTTING, DRILLING, PATCHING, REPAIRING, AND REFINISHING SHALL BE DONE BY PERSONS SKILLED IN APPROPRIATE TRADES. F. THE CONTRACTOR SHALL CLEAN AWAY ALL RUBBISH AND LITTER GENERATED DURING ELECTRICAL INSTALLATION. 1.14 DEMOLITION A. WHERE ELECTRICAL WORK TO REMAIN IS DAMAGED OR DISTURBED IN THE COURSE OF THE WORK, REMOVE DAMAGED PORTIONS AND INSTALL NEW PRODUCTS OF EQUAL CAPACITY, QUALITY, AND FUNCTIONALITY. B. ACCESSIBLE WORK INDICATED TO BE DEMOLISHED: REMOVE EXPOSED ELECTRICAL INSTALLATION IN ITS ENTIRETY. C. ABANDONED WORK: CUT AND REMOVE BURIED RACEWAY AND WIRING INDICATED TO BE ABANDONED IN PLACE, 2 INCHES BELOW THE SURFACE OF ADJACENT CONSTRUCTION. CAP AND PATCH SURFACE TO MATCH EXISTING FINISH, D. REMOVAL: REMOVE DEMOLISHED MATERIAL FROM THE PROJECT SITE. E. TEMPORARY DISCONNECTION: REMOVE, STORE, CLEAN, REINSTALL, RECONNECT, AND MAKE OPERATIONAL COMPONENTS INDICATED FOR RELOCATION. 1.15 GENERAL RACEWAY REQUIREMENTS A. ELECTRICAL CONDUCTORS INSTALLED UNDER THESE SPECIFICATIONS SHALL BE IN ELECTRICAL RACEWAY. ALL RACEWAYS SHALL BE INSTALLED IN ACCORDANCE WITH THESE GENERAL REQUIREMENTS. B. RACEWAY SHALL BE COMPLETE WITH NECESSARY COUPLINGS, CONNECTORS, BOXES, SUPPORTS, FITTINGS, AND ALL OTHER COMPONENTS NEEDED FOR A COMPLETE AND INTEGRAL RACEWAY SYSTEM. SYSTEM COMPONENTS SHALL BE DESIGNED FOR INTERCONNECTION AND SHALL BE INSTALLED TO PROVIDE A NEAT APPEARING, MECHANICALLY FIRM ASSEMBLY ADHERING TO CODES AND PRINCIPLES OF GOOD ELECTRICAL PRACTICE, AND CONFORMING WITH RECOMMENDATIONS OF THE RACEWAY AND CONDUCTOR MANUFACTURERS. C. RACEWAY RUNS SHALL ORIGINATE AND TERMINATE AT LOCATIONS APPROXIMATELY AS SHOWN ON THE DRAWINGS. RUNS SHALL BE STRAIGHT AND TRUE WITH ELBOWS, OFFSETS AND BENDS, UNIFORM AND SYMMETRICAL. IN GENERAL, EXPOSED RUNS OF RACEWAY SHALL BE PARALLEL OR PERPENDICULAR TO SURROUNDING BUILDING LINES AND SURFACES. RUNS SHALL BE INSTALLED SO THAT THEY DO NOT INTERFERE WITH AISLES, PASSAGEWAYS, DOORWAYS, HATCHWAYS, WORKING AREAS, AND FLOORS. D. SUFFICIENT PULL AND JUNCTION BOXES OF ADEQUATE SIZE SHALL BE LOCATED AS NECESSARY TO ENSURE EASY INSTALLATION AND SPLICING OF CONDUCTORS. BOXES SHALL BE SIZED TO PROVIDE ADEQUATE FREE SPACE FOR ALL ENCLOSED CONDUCTORS. BOX SIZES SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS. 1.16 METAL CONDUIT RACEWAY A. RIGID METAL CONDUIT SHALL BE INSTALLED WHERE EXPOSED TO WEATHER, OR WHERE IMBEDDED OR PASSING THROUGH CONCRETE. NONMETALLIC CONDUIT MAY BE USED BELOW GRADE, INCLUDING BENEATH SLABS. FLEXIBLE METALLIC CONDUIT SHALL BE USED FOR FINAL CONNECTION TO ELECTRICAL EQUIPMENT SUBJET TO MOVEMENT. EMT SHALL BE USED ELSEWHERE UNLESS OTHERWISE NOTED. B. ALL COMPONENTS OF CONDUIT RACEWAY SYSTEMS SUCH AS CONDUIT, SEAL TIGHT CONDUIT, BOXES, SUPPORTS AND FITTINGS SHALL MEET THE LATEST APPLICABLE STANDARD OF UNDERWRITERS LABORATORIES, INC. ALL STEEL COMPONENTS OF CONDUIT RACEWAY SYSTEMS SHALL BE HOT -DIPPED GALVANIZED, METALLIZED, SHERADIZED, OR ZINC -COATED BY SOME OTHER APPROVED MEANS. SEAL TIGHT CONDUIT AND PVC CONDUIT SHALL HAVE SEPARATE GROUND CONDUCTOR. 1.17 PULLBOXES A. PULLBOXES SHALL BE INSTALLED AS REQUIRED IN LONG RUNS OR WHEN MORE THAN FOUR QUARTER BENDS OCCUR IN ANY CONDUIT RUN. ALL PULLBOXES SHALL BE SIZED TO CONFORM TO THE REQUIREMENTS OF ARTICLE 370 OF THE NATIONAL ELECTRIC CODE. PULLBOXES SHALL BE RECESSED IN ALL FINISHED PORTIONS OF THE BUILDING. 1.18 OPERATING INSTRUCTIONS & TESTING A. THE CONTRACTOR SHALL FURNISH INSTRUCTION IN THE CARE, ADJUSTMENT, OPERATION, AND MAINTENANCE OF ALL PARTS OF THE ELECTRICAL EQUIPMENT. INSTRUCTION SHALL BE GIVEN TO EMPLOYEES DESIGNATED BY THE OWNER, AT NO ADDITIONAL COST TO THE OWNER, AND AT A TIME ACCEPTABLE TO THE OWNER, JUST PRIOR TO ACCEPTANCE OF THE EQUIPMENT BY THE OWNER. B. THE CONTRACTOR SHALL TEST THE EQUIPMENT INSTALLED UNDER THIS SPECIFICATION AND SHALL DEMONSTRATE ITS PROPER OPERATION TO THE ENGINEER. NO EQUIPMENT SHALL BE TESTED OR OPERATED FOR ANY PURPOSE UNTIL IT HAS BEEN FULLY PREPARED, CONNECTED, AND READIED FOR NORMAL OPERATION. ANY EQUIPMENT DAMAGED BY IMPROPER OR ILL- TIMED OPERATION OR TESTING SHALL BE REPAIRED OR REPLACED, AT THE CONTRACTOR'S EXPENSE, BEFORE FINAL INSPECTION AND ACCEPTANCE. 1.19 OTHER A. ALL CIRCUITS SPECIFIED ARE DESIGNED ON THE BASIS OF LOAD REQUIREMENTS AND CONTROL PROCEDURES AS INDICATED. THE CONTRACTOR SHALL MAKE THE NECESSARY CHANGES TO THE CIRCUITS AND CONTROL EQUIPMENT WHERE MOTORS, APPLIANCES, AND DEVICES FURNISHED BY THE CONTRACTOR HAVE OTHER RATINGS THAN THOSE INDICATED. PART 2 - PRODUCTS 2.01 DISCONNECT SWITCHES A. THE CONTRACTOR SHALL FURNISH AND INSTALL DISCONNECT SWITCHES HAVING THE NUMBER OF POLES AND AMPERE RATINGS AS SHOWN ON THE DRAWINGS AND AS SPECIFIED IN THE EQUIPMENT SCHEDULE. B. DISCONNECT SWITCHES SHALL BE HEAVY DUTY, AC, SINGLE THROW SAFETY SWITCHES, BUILT IN ACCORDANCE WITH NEMA REQUIREMENTS WITH A VOIDABLE FULL COVER INTERLOCK AND QUICK - MAKE, QUICK -BREAK MECHANISM. EACH SWITCH SHALL BE FUSIBLE UNLESS NONFUSIBLE (NF) IS SPECIFICALLY INDICATED. SWITCHES SHALL BE IN NEMA 1 ENCLOSURES IN DRY LOCATIONS AND NEMA 3 WHERE EXPOSED TO THE WEATHER. DISCONNECT SWITCHES SHALL BE "HEAVY-DUTY" AS MANUFACTURED BY WESTINGHOUSE, OR SQUARE -D. C. DISCONNECT SWITCHES RATED AT 20A SHALL BE GENERAL USE, 20A, AC, SNAP SWITCH WIRING DEVICES. 2.02 FUSES A. THE CONTRACTOR SHALL FURNISH AND INSTALL FUSES OF THE TYPES AND RATINGS DESIGNATED IN THE DRAWINGS AND SPECIFICATIONS IN EACH FUSIBLE DEVICE INSTALLED BY THE CONTRACTOR. IN ADDITION, THE CONTRACTOR SHALL FURNISH AND STORE, AT A LOCATION DIRECTED BY THE OWNER, THREE (3) SPARE FUSES OF EACH SIZE AND TYPE INSTALLED DURING THIS PROJECT. THE CONTRACTOR SHALL PROVIDE TWO (2) COPIES OF THE A SPARE FUSE LIST TO THE OWNER FOR OWNER'S RECORDS. THE SPARE FUSE LIST SHALL BE TYPED ON THE CONTRACTOR'S LETTERHEAD. B. FUSES SHALL BE ONE-TIME CARTRIDGE FUSES MANUFACTURED BY BUSSMAN, GOULD SHAWMUT, OR LITTLE FUSE. 2.03 WIRE AND CABLE A. ELECTRICAL CONDUCTORS SHALL BE BUILDING WIRE, EXCEPT WHERE SOME OTHER TYPE OF WIRE OR CABLE IS SPECIFICALLY INDICATED. B. BUILDING WIRE CONDUCTORS SHALL BE SOFT -DRAWN ANNEALED COPPER, HAVING A CONDUCTIVITY OF NOT LESS THAN 98% PURE COPPER. CONDUCTOR SIZES ARE AMERICAN WIRE GAUGE (AWG) OR CIRCULAR MILS (MCM). MINIMUM CONDUCTOR SIZE SHALL BE #12 UNLESS OTHERWISE SPECIFIED. CONDUCTORS LARGER THAN #10 SHALL BE STRANDED. CONDUCTORS #10 AND SMALLER SHALL BE SOLID WIRE. C. BUILDING WIRE INSULATION SHALL BE 600 -VOLT. CONDUCTORS SHALL HAVE TW, THW, THWN, OR THHN INSULATION UNLESS SPECIFICALLY NOTED OTHERWISE OR REQUIRED BY CODE OR APPLICATION TO BE OTHERWISE. 2.04 WIRING DEVICES A. WIRING DEVICES SHALL BE INSTALLED IN METAL CONDUIT DEVICE BOXES. B. SWITCHES AND RECEPTACLES SHALL BE HUBBELL, BRYANT LEVITON, PASS & SEYMOUR, OR APPROVED EQUAL SUBJECT TO APPROVAL BY THE ARCHITECT, COLOR SHALL BE IVORY. C. SWITCHES SHALL BE SPECIFICATION GRADE, AC QUIET TYPE, 20 -AMP, 120/277 -VOLT, WITH SILVER ALLOY CONTACTS, EQUAL TO HUBBELL #1221. D. GENERAL PURPOSE DUPLEX RECEPTACLES SHALL BE SPECIFICATION GRADE NEMA 5-20R, 20 -AMP, 125 -VOLT, 3 -WIRE GROUNDING TYPE DEVICES, EQUAL TO HUBBELL #5362, WITH THE THIRD POLE GROUNDED TO THE OUTLET BOX. EACH RECEPTACLE SHALL BE RIGIDLY POSITIONED WITHIN THE BOX SO THAT THE EXPOSED FACE OF THE RECEPTACLE PROTRUDES BEYOND THE FACE OF THE COVER PLATE. E. GROUND FAULT CIRCUIT INTERRUPTER (GFI) DUPLEX RECEPTACLES SHALL BE SPECIFICATION GRADE, 20 -AMP DEVICES, EQUAL TO HUBBELL #GF5362, WIRED SO THAT EACH UNIT IS SELF CONTAINED. GFI RECEPTACLES SHALL NOT BE CONNECTED TO FEED THROUGH UNLESS SPECIFICALLY SO NOTED ON THE DRAWINGS. F. WEATHERPROOF DUPLEX RECEPTACLES SHALL BE GFCI PROTECTED WITH "WHILE -IN -USE" WEATHERPROOF COVERPLATES. 2.05 WALL AND COVER PLATES A. THE CONTRACTOR SHALL FURNISH AND INSTALL WALL PLATES FOR ALL FLUSH MOUNTED WIRING DEVICES AND ALL FLUSH MOUNTED SPECIAL SYSTEM OUTLETS. SECTIONAL WALL PLATES SHALL NOT BE USED. BLANK PLATES SHALL BE INSTALLED OVER ALL OUTLETS PROVIDED FOR FUTURE USE. WALL PLATES SHALL BE NYLON AS MANUFACTURED BY EAGLE, BRYANT, GENERAL ELECTRIC, HUBBELL OR LEVITON. WALL PLATES SHALL BE SECURED WITH MATCHING SCREWS. ENGRAVED WALL PLATES SHALL HAVE BACK FILL. B. COVER PLATES FOR TELEPHONE, SHALL BE AS SPECIFIED ABOVE. 2.06 MANUAL MOTOR STARTERS A. MANUAL STARTERS SHALL BE TOGGLE SWITCH TYPE STARTERS. WHERE A RED PILOT LIGHT IS INDICATED, THE LIGHT SHALL BE A NEON BULB INTEGRAL WITH THE STARTER. FLUSH MOUNTING UNITS SHALL HAVE ENGRAVED WALL PLATES. SURFACE MOUNTING UNITS SHALL BE IN NEMA 1 ENCLOSURES, UNLESS SOME OTHER TYPE OF ENCLOSURE IS INDICATED. MANUAL STARTERS SHALL BE CUTLER HAMMER BULLETIN 9101 OR SQUARE -D CLASS 2510. 2.07 SERVICE SWITCHBOARDS EXISTING 2.08 PANELBOARDS A. PANELBOARDS SHALL BE SQUARE D #NQOD OR EQUAL BY CUTLER -HAMMER, GE, OR WESTINGHOUSE. B. PANELBOARDS SHALL BE DEAD FRONT SAFETY TYPE WITH ENCLOSURES OF CODE GRADE STEEL. OVERSIZE GUTTERS SHALL BE PROVIDED FOR FEED THROUGH WHERE INDICATED OR REQUIRED. WHERE DOUBLE LUGS ARE NOT PERMITTED BY LOCAL CODE, A SUITABLE PULL BOX OR GUTTER ADJACENT TO PANELS SHALL BE PROVIDED FOR CONNECTIONS. TOP OF PANELBOARD TUBS SHALL BE 6'-6" ABOVE FINISHED FLOOR. C. PANELBOARDS SHALL HAVE TRIM AND FLAT LOCKING DOORS WITH BOTH HINGES AND TRIM CLAMPS COMPLETELY CONCEALED. DOOR LOCKS SHALL BE FLUSH WITH THE COVER. ALL DOOR LOCKS SHALL BE COMMON KEYED. TWO (2) KEYS SHALL BE PROVIDED FOR EACH PANELBOARD. A CLEAR PLASTIC - COVERED TYPEWRITTEN CIRCUIT DIRECTORY SHALL BE MOUNTED IN A CARD HOLDER ATTACHED TO THE INNER SIDE OF THE DOOR. PANELBOARDS SHALL HAVE BLACK MICARTA PLATES WITH 1/2 -INCH HIGH WHITE CUT LETTERS STATING PANELBOARD NUMBER AND VOLTAGE. WHERE PANELBOARDS ARE IN PUBLIC AREAS, IDENTIFICATION PLATES SHALL BE INSIDE DOOR. D. BUSES SHALL BE MADE FROM 98 PERCENT ELECTROLYTIC COPPER OR 55 PERCENT CONDUCTIVITY ALUMINUM AND SHALL BE INDEPENDENTLY SUPPORTED (WITHOUT DEPENDENCE UPON THE CIRCUIT BREAKERS). SOLDERLESS LUGS ONLY SHALL BE PROVIDED IN ALL MAINS UNLESS NOTED OTHERWISE IN THE PANELBOARD SCHEDULE. ALL MAIN LUGS SHALL BE CRIMP COMPRESSION TYPE. WHERE BREAKERS AND/OR SWITCHES ARE LISTED IN THE SCHEDULES AS "SPACE ONLY", THIS SHALL INCLUDE EXTENDED BUS AND MOUNTING PROVISIONS. E. CIRCUIT BREAKERS SHALL BE BOLT -ON AND SHALL HAVE BOLTED LINE AND LOAD TERMINALS. ALL BRANCH CIRCUIT BREAKERS SHALL BE QUICK -MAKE, QUICK -BREAK, THERMAL MAGNETIC, COMMON TRIP ON ALL MULTIPOLE BREAKERS AND HAVE A MINIMUM UL SHORT CIRCUIT RATING OF 10,000 SYMMETRICAL R.M.S. AMPS. EACH BREAKER SHALL HAVE IT'S CURRENT RATING ENGRAVED, IN EASY TO READ NUMBERS, ON THE TOGGLE HANDLE. ALL BREAKERS USED FOR FLUORESCENT LIGHTING SWITCHING CONTROL SHALL BE UL LISTED "SWD" SWITCHING DUTY. F. CIRCUIT NUMBERS APPEARING ON DRAWINGS SHALL BE USED FOR REFERENCE ONLY. ACTUAL CONNECTIONS SHALL BE IN ACCORDANCE WITH PHASING OF THE CABINET, LOAD BALANCE, AND COMMON NEUTRAL REQUIREMENTS. ROOM NUMBERS OR NAMES USED FOR CIRCUIT IDENTIFICATION SHALL CORRESPOND TO NAME PLATES INSTALLED ON ROOM DOORS BY THE GENERAL CONTRACTOR OR AS SELECTED BY THE OWNER AND SHALL BE VERIFIED AS THESE MAY NOT BE THE SAME AS ROOM TITLES ON THE DRAWINGS. 2.09 TRANSIENT VOLTAGE SURGE SUPPRESSION A. SEE POWER PLAN 2.10 LIGHTING FIXTURES A. ALL LIGHTING FIXTURES AND LAMPS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. REFER TO LIGHT FIXTURE SCHEDULE ON DRAWINGS FOR FOR LIGHT FIXTURE MANUFACTURES AND FEATURES. LAMPS SHALL BE BY OSRAM-SYLVANIA, GENERAL ELECTRIC, OR PHILLIPS. 2.11 GROUNDING SYSTEMS A. CIRCUITS, METAL RACEWAY SYSTEMS, AND ALL OTHER PERMANENTLY INSTALLED ELECTRICAL EQUIPMENT SHALL BE SOLIDLY GROUNDED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE TO FORM A CONTINUOUS, PERMANENT AND EFFECTIVE GROUNDING SYSTEM. B. GROUNDING CONDUCTOR CONNECTIONS SHALL BE MADE WITH SOLDERLESS PRESSURE TYPE FITTINGS. WHERE WELDED CONNECTIONS ARE PRACTICAL, CONNECTIONS MAY BE MADE BY THE USE OF A SUITABLE WELDING PROCESS. ALL CONNECTIONS SHALL BE MADE IN STRICT CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. C. TO MAINTAIN UNINTERRUPTED ELECTRICAL CONTINUITY, FLEXIBLE RACEWAY SECTIONS MUST HAVE CONDUCTANCE EQUAL TO THAT OF THE SYSTEM'S INFLEXIBLE RACEWAY. RACEWAY FITTINGS USED MUST BE SUCH AS TO ENSURE EXISTENCE OF A PERMANENT BOND. GROUNDING BUSHINGS SHALL BE PROVIDED TO GROUND CONDUITS TO CONTROL CENTER GROUND. ALL NEW EQUIPMENT SHALL BE GROUNDED TO THE EXISTING GROUNDING SYSTEM. D. PROVIDE SERVICE GROUNDING AS INDICATED ON ONE -LINE DIAGRAM. E. INCLUDE A SEPARATE BARE GROUND CONDUCTOR IN ALL TYPE NM CABLE OF THE SAME SIZE AS PHASE CONDUCTOR. F. INCLUDE A SEPARATE GROUND CONDUCTOR IN ALL PVC RACEWAY. 2.12 IDENTIFICATION AND LABELING OF ELECTRICAL EQUIPMENT A. ALL CONTROL DEVICES AND DEVICE ENCLOSURES SHALL BE LABELED WITH INDIVIDUAL NAME PLATES OR LEGEND PLATES. B. INDIVIDUAL NAME OR LEGEND PLATES SHALL BE BLACK LAMINATED PLASTIC OR MICARTA PLATES WITH WHITE CUT LETTERS. PAPER, FOIL OR TAPE C. MARKERS ATTACHED WITH ADHESIVES SHALL NOT BE USED. 2.13 SERVICE TO ELECTRICALLY -POWERED EQUIPMENT A. THE CONTRACTOR SHALL FURNISH AND INSTALL OUTLETS FOR AND MAKE FINAL ELECTRICAL CONNECTIONS TO ALL MOTORS AND ELECTRICALLY POWERED EQUIPMENT INDICATED ON THE EQUIPMENT SCHEDULE. B. THE CONTRACTOR SHALL OBTAIN EXACT INFORMATION PERTAINING TO LOCATION, ELECTRICAL CHARACTERISTICS, AND WIRING FOR EQUIPMENT FURNISHED BY OTHERS FROM THE CONTRACTOR FURNISHING THE EQUIPMENT. THIS INFORMATION SHALL BE VERIFIED BY EXAMINING NAMEPLATES AND MANUFACTURER'S WIRING DIAGRAMS. ANY DISCREPANCY BETWEEN THE EQUIPMENT REQUIREMENTS AND THE PROVISIONS MADE BY THESE SPECIFICATIONS SHALL BE REPORTED. EQUIPMENT DAMAGED AS A RESULT OF THE CONTRACTOR'S FAILURE TO OBSERVE MANUFACTURER'S REQUIREMENTS SHALL BE REPLACED OR REPAIRED BY THE CONTRACTOR. THE THERMAL PROTECTION ELEMENTS IN MANUAL STARTERS SHALL BE RECHECKED WITH NAME PLATE DATA AT THE SITE BEFORE OPERATION OF THE EQUIPMENT. WHERE NECESSARY, THE THERMAL PROTECTION ELEMENTS SHALL BE CHANGED TO PROPERLY PROTECT THE EQUIPMENT. 2.14 TELEPHONE AND NETWORK SYSTEM. A. FOR EACH TELEPHONE OUTLET INDICATED ON THE DRAWINGS, PROVIDE TWO GANG BOX WITH SINGLE GANG MUD RING, AND 3/4" CONDUIT STUBBED INTO ACCESSIBLE CEILING SPACE. PROVIDE (1) 2" EMPTY CONDUIT STUBBED 5' BEYOND FOOTINGS FOR SERVICE ENTRANCE FROM THE TELEPHONE TERMINAL BOARD. B. THE CONTRACTOR SHALL FURNISH AND INSTALL THE WIRE, CABLE, CONNECTING DEVICES, AND PROVIDE TESTING FOR WIRING SYSTEMS TO BE USED AS SIGNAL PATHWAYS FOR VOICE AND HIGH-SPEED DATA TRANSMISSION. PROVIDE A COMPLETE PREMISES DISTRIBUTION AND LOCAL AREA NETWORK CABLING SYSTEM TO SUPPORT THE TELEPHONE SYSTEM AND THE LOCAL AREA NETWORK. INCLUDE OUTLETS, JACKS, PATCH PANELS AND PUNCH DOWN BLOCKS. COORDINATE INTERFACE OF TELEPHONE SERVICE ENTRANCE. COORDINATE THE FEATURES OF MATERIALS AND EQUIPMENT SO THEY FORM AN INTEGRATED SYSTEM. MATCH COMPONENTS AND INTERCONNECTIONS FOR OPTIMUM FUTURE PERFORMANCE. C. THE CONTRACTOR SHALL ENGAGE AN EXPERIENCE INSTALLER WHO IS A REGISTERED COMMUNICATIONS DISTRIBUTION DESIGNER, CERTIFIED BY THE BUILDING INDUSTRY CONSULTING SERVICE INTERNATIONAL (BICSI). SUCH AS DELL COM, STERLING TECHNOLOGY SYSTEMS, AND LUCENT. D. THE CONTRACTOR SHALL SHALL FURNISH AND INSTALL THE DISTRIBUTION RACKS WHICH SHALL BE FREESTANDING AND OR WALL MOUNTED MODULAR STEEL UNITS DESIGNED FOR TELECOMMUNICATIONS TERMINAL SUPPORT AND COORDINATED WITH DIMENSIONS OF THE UNITS TO BE SUPPORTED. 1. APPROXIMATE MODULE DIMENSIONS: 84 INCHES HIGH BY 22 INCHES WIDE OVERALL. 2. FINISH: BAKED -POLYESTER POWDER COAT. 2.15 FIRE ALARM SYSTEM A. THE FIRE ALARM SYSTEM SHALL BE AN ELECTRICALLY SUPERVISED CLOSED CIRCUIT, ZONED TYPE SYSTEM. IT SHALL OPERATE TO SOUND AN ALARM AFTER ANY DETECTOR IS ACTUATED, UNTIL THE STATION IS RETURNED TO NORMAL SHOP DRAWINGS SHALL INCLUDE A RISER DIAGRAM SPECIFICALLY DESIGNED FOR THIS PROJECT WHICH INCLUDES ALL DEVICE, WIRING AND CONTROL PANEL. DATA PERTINENT TO THIS BUILDING SYSTEM. THE FIRE ALARM SYSTEM SHALL MATCH EXISTING. WIRING SHALL BE #14 AWG IN CONDUIT AND INSTALLED IN COMPLETE CONFORMANCE WITH MANUFACTURERS RECOMMENDATIONS. WHEN ACCEPTABLE BY LOCAL GOVERNING AUTHORITIES, PLENUM RATED CABLE MAY BE USED ABOVE SUSPENDED CEILINGS, HOWEVER, CONDUIT SHALL BE PROVIDED IN WALLS. THE MANUFACTURER SHALL MAINTAIN A FULL TIME SERVICE ORGANIZATION AVAILABLE FOR MAINTENANCE OF THIS SYSTEM. A REPRESENTATIVE FROM THE MANUFACTURER SHALL SUPERVISE FINAL CONNECTIONS AND SHALL CHECK ALL SYSTEM FUNCTIONS AFTER INSTALLATION IS COMPLETE. HE SHALL INSTRUCT THE OWNER'S REPRESENTATIVE IN THE OPERATION OF THE SYSTEM. MAKE 120V AND FA SYSTEM CONNECTIONS TO DIVISION 15 PROVIDED BELLS, SWITCHES, AND DUCT DETECTORS. LOCATIONS MUST BE VERIFIED WITH FIRE PROTECTION CONTRACTOR. PROVIDE RELAY AS REQUIRED TO RESET 110V DUCT SMOKE DETECTOR(S) SUPPLIED BY DIVISION 15. PRESENT A LETTER TO THE OWNER WITH A COPY TO THE ENGINEER, CERTIFYING THAT THE SYSTEM FUNCTIONS PROPERLY" THAT THE OWNER'S REPRESENTATIVE HAS RECEIVED INSTRUCTIONS ON IT'S OPERATION AND THAT INSTRUCTIONS AND RISER DIAGRAM HAVE BEEN SUBMITTED. 2.16 SUBSTITUTIONS. ALL SUBSTITUTIONS SHALL BE SUBMITTED TO THE ENGINEER NO LESS THAN 5 DAYS PRIOR TO BID DATE. TO BE FAIR TO ALL BIDDING CONTRACTORS, SUBSTITUTIONS AFTER THE BID WILL NOT BE ALLOWED UNLESS DIRECTED IN WRITING BY THE SPECIFYING ENGINEER. ACCEPTABLE SUBSTITUTES SHALL BE AVAILABLE TO ALL BIDDING CONTRACTORS PRIOR TO THE BID DATE. 2.17 UNDERFLOOR RACEWAY. A. COORDINATE LAYOUT AND INSTALLATION OF UNDERFLOOR RACEWAY PRODUCTS. COORDINATE EXPOSED COMPONENTS WITH FLOOR -COVERING MATERIALS TO ENSURE FITTINGS AND TRIM ARE SUITABLE FOR FLOOR -COVERING MATERIAL FURNISHED. REVISE LOCATIONS FROM THOSE INDICATED AS REQUIRED TO SUIT FIELD CONDITIONS AND ENSURE FUNCTIONING LAYOUT, AND AS APPROVED BY ARCHITECT. SYSTEM DESCRIPTION: UNDER FLOOR RACEWAYS, GROUPED IN RUNS OF 2 EACH AND CAST IN CONCRETE FLOOR FOR POWER AND TELEPHONE/DATA. RACEWAYS TO BE PRE PUNCHED AT 24" ON CENTER. PROVIDE CONDUIT FEED END, COUPLING SLEEVES, AND END PLUGS TO PROVIDE A COMPLETE INSTALLATION. PROVIDE ATTACHING RING WITH MUD CAP FOR PRE -PUNCHED HOLES NOT USED. WIREMOLD #4 DUCT OR APPROVED EQUAL. FITTINGS: PROVIDE FLUSH DEVICES AS SHOWN ON THE DRAWINGS. SERVICE FITTINGS TO BE FLUSH BRASS WITH FLIP LIDS FOR OUTLETS, AND TELEPHONE/DATA SLIDES. WIREMOLD SOURCE 1 OR 2 OR APPROVED EQUAL. B. C. END OF ELECTRICAL SPECIFICATION. br7 Gas - RECEIVED CITY OF TUKWILA SEP 2 2 2017 PERMIT CENTER DUNHAM Dunham Associates, Inc. 50 South Sixth Street / Suite 1100 Minneapolis, Minnesota 55402-1540 PHONE 612.465.7550 FAX 612.465.7551 WEB dunhameng.com mechanical + electrical consulting engineering DUNHAM PROJECT NO.: 0418995-126 0 0 a. PLOT DATE: ti O o 2 OD Q W m 0 Z Y Lu (.9 U Lu (0 0 0 U a7 O N M -J 0 F- U LU -J LLl