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Permit D17-0191 - LUSH HANDMADE COSMETICS - TENANT IMPROVEMENT
LUSH HANDMADE COSMETICS 221 SOUTHCENTER MALL D17-0191 Parcel No: Address: 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 9202470130 221 SOUTHCENTER MALL Project Name: LUSH HANDMADE COSMETICS Permit Number: D17-0191 Issue Date: 9/26/2017 Permit Expires On: 3/25/2018 Owner: Name: Address: Contact Person: Name: Address: WESTFIELD PROPERTY TAX DEPT PO BOX 130940 , CARLSBAD, WA, 92013 APRIL HOUSE 3617 SW CHARLESTON ST, SEATTLE, WA, 98126 Contractor: Name: VCMG LLC Address: 107 SNOWY EGRET WAY , SEBASTIAN, FL, 32958 License No: VCMGLL*8610H Lender: Name: LUSH FRESH Address: 2920 SHAUGNESSY ST, VANCOUVER, BC, V6P345 Phone: (206) 478-0844 Phone: (609) 798-0330 Expiration Date: DESCRIPTION OF WORK: NEW CONSTRUCTION LIMITED TO RETAIL INTERIOR FINISH OUT ON FIRST LEVEL TENANT IMPROVEMENT Project Valuation: $136,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IIB Electrical Service Provided by: TUKWILA Fees Collected: $3,192.37 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: Q Volumes: Cut: 0 Fill: 0 Number: 0 Permit Center Authorized Signature: Date: -)-(/ 7 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to he conditions attached to this permit. Signature: Print Name: Date: 1 - - 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: Maintain fire extinguisher coverage throughout. 6: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 7: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 8: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 9: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.9.1) 10: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 11: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "1", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.6) 12: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1017.1) 13: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on-site generator. (IFC 1011.6.3) 14: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.3.1) 18: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 16: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 15: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department. review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 19: 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. 0 0 21: 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) 20: 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) 22: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 23: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 24: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 25: Post address on storefront per approved Westfield standards. 17: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 26: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 27: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 28: ***BUILDING PERMIT CONDITIONS*** 29: 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. 30: 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. 31: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 32: 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. 33: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 34: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 35: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 36: 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. 37: 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. 38: 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). 39: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 40: 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. 0 O 41: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUM BOARD 0406 SUSPENDED CEILING D CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://wvvw.TukwilaWA.gov 0 Building Permit No. Project No. WNotql Date Application Accepted: Date Application Expires: (For office use cull)) 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 �2 I King Co Assessor's Tax No.: Site Address: 2•806' SOUTHCENTER MALL Tenant Name: LUSH FRESH HANDMADE COSMETICS Suite Number: PROPERTY OWNER Name: Permit Advisors - Kevin Deluna - e2 I -}.)w Address: 8370 WILSHIRE BLVD. STE.330 Name: WESTFIELD Phone:(310) 275-7774 .2 of -7g �gq Email:lce.A441,@penTritadvis-ors-7come."ViZleportA; re Address: City: ARLINGTON State: TX City: State: Zip: CONTACT PERSON — person receiving all project communication Name: Permit Advisors - Kevin Deluna - e2 I -}.)w Address: 8370 WILSHIRE BLVD. STE.330 City: BEVERLY HILLS State: CA Zip: 90212 Phone:(310) 275-7774 .2 of -7g �gq Email:lce.A441,@penTritadvis-ors-7come."ViZleportA; re asst GENERAL CONTRACTOR INFORMATION Company Name: Company Name: CORTLAND MORGAN Address: 1431 OCEAN AVENUE STE. 800 Architect Name: CORTLAND MORGAN Address: Address: 711 N. FIELDER STREET City: ARLINGTON State: TX City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H:\Applications\Fornss-Applications On Linc\201 I Applications\Permit Application Revised - 8-9.1 I.docx Raised: August 2011 bh 221 Floor: 1 New Tenant: ® Yes ❑..No ARCHITECT OF RECORD Company Name: HI -TECH ENGINEERING Company Name: CORTLAND MORGAN Address: 1431 OCEAN AVENUE STE. 800 Architect Name: CORTLAND MORGAN Phone: (310) 576-1553 Fax: Address: 711 N. FIELDER STREET City: ARLINGTON State: TX Zip: 76012 Phone: (817) 635-5696 Fax: Email: tricia@cmaia.net ENGINEER OF RECORD _ Company Name: HI -TECH ENGINEERING Engineer Name: MAJID KIMIAGAR Address: 1431 OCEAN AVENUE STE. 800 City: SANTA MONICA State: CA Zip: 90401 Phone: (310) 576-1553 Fax: Email: kimiagar@aol.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: t _ ste1 eV) Address: 2 r �Q s 1,1 a c ctlGSS,-( .54- City. /ROLA.) Vev' State Zips v(P31S Page 1 of 4 Q Q BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ l 36/000 Existing Building Valuation: $ 250,000 Describe the scope of work (please provide detailed information): NEW CONSTRUCTION LIMITED TO RETAIL INTERIOR FINISH OUT (TENANT IMPROVEMENT) ON 1ST LEVEL Will there be new rack storage? ❑ Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: t Sprinklers L_❑ Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes ` No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Linc\201 1 Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 151 Floor 2,113 TYPE II B M 2' 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 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: t Sprinklers L_❑ Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes ` No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Linc\201 1 Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFOR ATION —.206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. " Water District ❑ ...Tukwila ❑ ...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila 0 ...Sewer Use Certificate ❑ .. Highline ❑ ... Valley View 0 .. Renton ❑...Sewer Availability Provided 0 .. Renton ❑ .. Seattle Septic System: 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) 0 .. Geotechnical Report ❑...Traffic Impact Analysis 0 ...Bond 0 .. Insurance 0 .. Easement(s) 0 .. Maintenance Agreement(s) 0 ...Hold Harmless — (SAO) 0 ...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): 0 ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use —Potential Disturbance 0 ...Total Cut cubic yards 0 .. Work in Flood Zone 0 ...Total Fill cubic yards 0 .. Stone Drainage ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Abandon Septic Tank ❑ .. Curb Cut 0 .. Pavement Cut ❑ .. Looped Fire Line 0 ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # 0 ...Sewer Main Extension Public 0 Private 0 ❑ ...Water Main Extension Public 0 Private 0 0 .. Grease Interceptor ❑ .. Channelization 0 .. Trench Excavation ❑ .. Utility Undergrounding 0 ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Forms-Applications On Linc\201 I Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER AUTHORIZED AGENT: Signature: Print Name: �._ . ( A 5Q_ Mailing Address: Date: Day Telephone: 2 t (4 621-e(—/ SE -6 Cha.4I into .S�- 6,-cdf1e wp /26 H:Wppl ications\Porno-Applications On Line \20I I Applications\Permit Application Revised- 8-9-I I.does Revised: August 2011 bh City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila Receipt;Number R12419 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY , - PAID $1,951.15 D17-0191 Address: 221 SOUTHCENTER MALL Apn: 9202470130 . ,. $1,951.15 DEVELOPMENT $1,858.45 PERMIT FEE R000.322.100.00.00 0.00 $1,853.95 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE : $92.70 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R12419$1I R000.322.900.04.00 0.00$92.70 •:':C 951.15 Date Paid: Tuesday, September 26, 2017 Paid By: VCMG, LLC Pay Method: CHECK 12786 Printed: Tuesday, September 26, 2017 9:38 AM 1 of 1 CffierNSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS I PermitTRAK ACCOUNT ( QUANTITY (" PAID $1,469.99 D17-0191 Address: 221 SOUTHCENTER MALL Apn: 9202470130 $1,241.22 Credit Card Fee $36.15 Credit Card Fee 1 R000.369.908.00.00 I 0.00 $36.15 DEVELOPMENT $1,205.07 PLAN CHECK FEE R000.345.830.00.00 0.00 I $1,205.07 EL17-0530 Address: 221 SOUTHCENTER MALL ' Apn: 9202470130 $94.63 Credit Card Fee $2.76 Credit Card Fee R000.369.908.00.00 0.00 $2.76 ELECTRICAL $91.87 . PLAN CHECK FEE R000.345.832.00.00 0.00 591.87 M17-0101 Address: 221 SOUTHCENTER MALL Apn: 9202470130 $134.14 Credit Card Fee $3.91 Credit Card Fee R000.369.908.00.00 0.00 $3.91 MECHANICAL $130.23 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R11899 R000.322.102.00.00 0.00 .. $130.23 $1,469.99 Date Paid: Wednesday, July 12, 2017 Paid By: APRIL HOUSE Pay Method: CREDIT CARD 412122 Printed: Wednesday, July 12, 2017 12:22 PM 1 of 1 CRSYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 2)17-019/ PERMIT NO. (206) 431.3670 CITY OF TUKWILA BUILDING DIVISION Project: Type of Inspection: Address:``r,�te-- Date Called: Special Instructions: Date Wanted: 1 —1.2 -/6 a.m. p.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: D17-0117 ( —6—I j ty of< — f30d LD 1 r r 6K Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 D?7-cs1� P Project: 4, LJp- f4MJD M4DE V fl 5 Type of Inspection: ►-fr Y4' D- Address: 2.2 f S:siintpirER f A4-1 Date Called: Special Instructions: Date Wanted: t2z.9—r7 a.m. .m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 .)J7 - or? l PERMIT NO. Project: Lv5/ ,y VP 004D4' CQ$/i enti Type of Inspection: —R.4111 `kG-- Address: 2 a [ £v CFN1R /14A1 -1 - Date Called: Special Instructions: A/fTISMkt Date Wanted: %fzi ' 17 a.m. p.m. Requester: Phone No: Approved per applicable codes. [] Corrections required prior to approval. COMMENTS: *. -fes iN Inspector: Date: //—T'-/.7 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 D7 -oi?/ Project: zp,she //, t I (m 5' Type of Inspection: . FRMiij N& Address:,„,,,Date 22/ /9-zL Called: Special Instructions: Date Wanted:�m I/- 7 -/ 7 P.m. Requester: 5)3 Phone No: � Z - d --752 a'g4 Approved per applicable codes. D Corrections required prior to approval. COMMENTS: ®� o K P/1-1 cat/ c /U 41 (,vtr cEi L Y-) Inspector: Date: //_7_,T7 / 7-!7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit fl- 11' PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:// // % Type of Inspection: F-fik -C---1‘ h‘Ph i Monitor: Pre -Fire: Address: Suite #: 02- 1 ¶a MA ( Contact Person: Special Instructions: Phone No.: C Approved per applicable codes. Corrections required prior to approval. COMMENTS: -74.. MJ $&'e r/As. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ,,'53' Datern ! / Hrs.: / 0 / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: • City: State: Zip: Word/Inspection Record Form.Doc - 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: Z-VS4 Sprinklers: Type of Inspection: h N l Address: Suite #: 1 I SCk( Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: hr_e h/v/ari PAcs- " G✓A4A- 6/, ss /s s -f4 ,IPP1/ 4id,-� s Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: i Inspector:` 7- 2 T3 Date: ofb 6 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 /7'5_ /.61* D11-rOff I PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: L- LIS 4 Cis--„,,20--- Type of Inspection: Address: Suite #: 2 Z 1 S -C- /11'14/1/ Contact Person: Special Instructions: Permits: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 'o (JD/0 f- t 1/ ces Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: t`2"_ ,4i [3 Date: /2/61/- Hrs.: I_ Q $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 r -0/W I S /Yr r PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: / (/5 Li A c,rrie;f 7 1 s Type of Inspection: Hvd/ ^ /. idS Address: -Z / Suite #: fS Hood & Duct: 14/ AiI tt Contact Person: 1 Le'''' - Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: OK-- C r&4(11,5 00/(4 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: -7y 4 Date: Il/611q- 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 2015 Washington State Energy Code Compliance Forms for Commercial, R2 and R3 over 3 stories and all R1 - Page 1 of 7 Mechanical Permit Plans Checklist MECH-CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 Revised I. 2017 rY Project Title: Fill this line out onMECHSUM Date 1/1/2015 The following information is necessary to check a permit application for corn fiance with the mechanical systems and equipment requirements of the Washington State Energy Code, Commercial Provisions. Applicable , .i • Location in Building Department Code Section Code Provision nform iced - st tr ermit documents Documents Notes Equipment - Sizing, Performance and Type Identify equipment to be used in manufacturing, industrial or commercial processes that do not No C403.1 Exempt process equipment provide space conditioning; identify provisions applicable to this equipment per C403.1 exception Provide load calculations performed per ASHRAE Std 183 or equivalent, using design No C403.2.1 Load calculations parameters per C302 and Appendix C; include load adjustments to account for energy recovery Equipment and system Indicate that output capacities of heating and cooling equipment and systems are no greater Yes C403.2.2 than the smallest available equipment size that exceeds the calculated Toads; note exceptions sizing taken C403.2.3 HVAC equipment Provide equipment schedules on plans or complete MECH-EQ forms indicating type, capacity, Yes C403.2.3.2 performance requirements rated and WSEC minimum efficiencies for all heating and cooling equipment; include supply C403.2.. 32 (efficiency) and OSA cfms and operating hours for all air systems; identify heating and cooling equipment that does not have a corresponding WSEC minimum efficiency (manufacturer rated) List all motors z 1/12 hp (that are not integral to a rated piece of equipment) in the mechanical C405.8 or electrical equipment schedules on plans; indicate hp, rpm, number of poles and rated No C403.2.14 Electric motor efficiency efficiency, or exception applied For fractional hp motors (1/12 - 1 hp), indicate whether they are an electronically commutated motor, have rated efficiency of at least 70%, or exception taken For all HVAC fan systems that provide heating and / or cooling, provide system total nameplate hp in MECH-FANSYS-SUM form No C403.2.11.1 Fan power limitation For all applicable HVAC systems with total fan motor hp > 5hp, verify fan system moto ho or , bhp complies with fan power limits per equations in Table C403.2.11.1(1), provide ME H- R EVI EV IED FOR FANSYS form for each system NA C403.2.11.2 Motor nameplate hp For all applicable HVAC systems with total fan motor hp > 5hp, indicate fan motors sp �bJDl.. COIV C LiANCE are the smallest available motor hp size greater than fan bhp, note exceptions taken PP^�a O` �E A For all applicable HVAC systems with total fan motor hp > 5hp, identify in equipment s hedule j �" b r L C403.2.11.3 Fan efficiency at fans required to comply with fan efficiency grade and indicate rated FEG is z 67, or exception taken; indicate these fans are sized so total efficiency is within 15% of the f SEP 0 8 2017 maximum total efficiency C403.2.11.4 Group R occupancy exhaust For al exhaust fans < 400 cfm in Group R occupancies, indicate in equipment schedu the fan efficacy fan flow rate and efficacy (cfm/watt), or exception taken; refer to Table C403.2.11.4 (C -57) c T Variable flow capacity - For fan motors >_ 7.5 hp, indicate method of variable flow control (VSD or equivalent m thod) inCit o ukwi is NA C403.2.13 fans equipment schedule, or exception taken; for equivalent method for an HVAC system r et ct t LO N DIVISION HVAC System Controls for additional requirements UPJ ^e... NA C403.2.3 Maximum air cooled chiller For chilled water plants and buildings with > 500 tons of cooling capacity, indicate air-cooled capacity chiller capacity is s 100 tons, or exception taken Large capacity cooling For buildings with 5 300 tons of cooling capacity, indicate method of multi -stage or variable NA C403.4 systems capacity control (VSD, multiple staged compressors, or max capacity of any single unit < 66% of the total) Non-standard water-cooled For water-cooled centrifugal chillers not designed for operation at standard conditions, provide NA C403.2.3.1 centrifugal chillers calculations documenting maximum full Toad and part load rated equipment performance requirements NA C403.2.13.1 Centrifugal fan open -circuit For open -circuit centrifugal fan cooling towers with z 1,100 gpm capacity, indicate cooling C403.4.3.2 cooling towers towers comply with efficiency requirements for axial fan open circuit cooling towers a 0 R E C TION �} N For single boilers with > 500,000 Btu/h capacity, indicate multi -stage or modulating burner F ji/ NA C403.4.2 Large capacity boiler For boiler system (single or multiple) with > 1,000,000 Btu/h capacity, indicate fumdownlittip> {j. C403.4.2.5 systems per Table C403.4.2.5 and method (multiple single input boilers, modulating boilers, or— f fl j1* combination) Variable flow capacity - For pump motors z 7.5 hp, indicate method of variable flow control (VSD or equivalent metho4 E C E 1 V E D NA C403.2.13 rrry pumps in equipment schedule, or exception taken; for equivalent method for a hydronic systtOF T U K W I L A to Hydronic System Controls for additional requirements lam, 1 i NA C403.2.3 Gas and oil -fired forced air For forced air fumaces with capacity z 225,000 Btu/h and al unit heaters, indicate in furnace and unit heaters equipment schedule intermittent ignition or IID, flue or draft damper, and rated jacket loss (� SEP /t 5 2017 NA C403.2.4.8 Combustion heating For combustion heating equipment with output capacity > 225,000 Btu/h, indicate modulating equipment or staged combustion control Yes C403.2.3.3 Packaged electric heating / Verify all packaged electric equipment with > 6,000 Btu/h cooling capacity and any an -PE iM IT CENTER cooling equipment heating is a heat pump; include in equipment schedules No C403.2.12 Heating outside a building Indicate systems providing heating in non -enclosed outdoor occupied spaces are radiant systems; refer to HVAC System Controls for additional requirements No C403.2.7.1 Kitchen exhaust hoods Indicate on plans the type, duty and exhaust air rate of each kitchen hood, refer to HVAC System Controls for additional requirements Outdoor supply air, exhaust Indicate locations of OSA intake, and exhaust and relief outlet dampers on plans; indicate Yes C403.2.4.3 and relief dampers whether dampers are Class 1 motorized, or gravity and exception taken (include leakage rating, cfm/sf); refer to HVAC System Controls for additional requirements for OSA dampers Indicate locations of return air dampers that are integral to economizer operation; verify Yes C403.2.4.3 Return air dampers dampers are motorized; indicate whether dampers are Class 1, or within packaged equipment eligible for leakage rating exception (include leakage rating, cfm/sf) NA C403.2.4.3 Stairway and shaft vent Indicate location of stairway and shaft vent dampers ans; verify dampers ala dampers motorized; refer to HVAC System Controls f n equir is II 2015 Washington State Energy Code Compliance Forms for Commercial, R2 and R3 over 3 stories and all R1 - Page 2 of 7 Mechanical Permit Plans Checklist MECH-CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Project Title: Fill this line out onMECH-SUM Date 1/1/2015 The following information is necessary to check a permit application for compliance with the mechanical systems and equipment requirements of the Washington State Energy Code, Commercial Provisions. , Applicable (yes,no,na) Code Section Code Provision Information Required - Must be in permit documents Location in Documents Building Department Notes No C403.2.4.4 Zone isolation dampers For systems serving areas > 25,000 sf or spanning more than one floor, that include areas that are expected to be occupied non -simultaneously; identify isolation zone areas on plans and locations of associated isolation dampers in HVAC distribution system; refer to HVAC System Controls for additional requirements No C403.2.3.4 Humidification For cooling systems with humidification equipment that are also required to have air economizer, indicate humidifier is adiabatic (direct evaporative or fog atomization), or exception taken Additional Efficiency Package Option, More Efficient HVAC Equipment & Fan Performance - Must comply with all 3 provisions to be eligible Yes. C406.2.1 C403.2.3 HVAC system selection To comply with additional efficiency package option, calculate the percentage of heating and cooling equipment in the project (based on output capacity) that do not have a corresponding WSEC listed efficiency; shall be less than 10% to comply Yes C406.2.2 C403.2.3 Minimum equipment efficiency To comply with additional efficiency package option, indicate that all listed heating and cooling equipment have a rated efficiency that exceeds WSEC listed efficiency by at least 15% Yes C406.2.3 C403.2.11.3 Minimum fan efficiency To comply with additional efficiency package option, indicate rated FEG of stand alone fans is>_ 71; indicate these fans are sized so the fan efficiency at design conditions is within 10% of the maximum total or static efficiency HVAC System Controls Yes C403.2.4.1 Thermostatic controls (thermostats and humidistats) Indicate locations of thermostatic and humidity control devices and the zones they serve on plans, including perimeter system zones Where adjacent (neighboring) zones are controlled by separate thermostats (including perimeter systems used to offset heat gain or loss), and are connected by permanent openings > 10"/ of either zone sf area, indicate controls configured to prevent adjacent zones from operating in conflicting modes (one in heat, other in cool); applies to adjacent perimeter zones, adjacent nonperimeter zones, and adjacent perimeter and nonperimeter zones If applying Exception 2 to nonperimeter zones adjacent to perimeter zones, indicate that setpoints and deadband settings in these zones are coordinated so cooling in a nonperimeter zone does not occur until the temperature in that zone is 5°F higher than the adjacent perimeter zone temperature in heating No C403.2.4.1.1 Heat pump supplementary heat Indicate staged heating operation with compression as the first stage of heating and supplemental heating controlled with outdoor lock -out temperature set to 40°F or less Yes C403.2.4.1.2 Deadband Indicate zone thermostatic controls configured with 5°F minimum deadband for systems that control both heating and cooling Yes C403.2,4.1.3 Setpoint overlap restriction (thermostats) If separate heating and cooling systems with separate thermostatic control devices are used to serve a zone, indicate locations of both thermostatic control devices and the zone they serve on plans Indicate a limit switch, mechanical stop or DDC control with programming to prevent simultaneous heating and cooling Yes C403.2.4.2 C403.2.4.2.1 C403.2.4.2.2 Automatic setback and shutdown Indicate zone thermostatic controls configured with required automatic setback and manual override functions, setback temperatures, and control method (automatic time clock or programmable controls); note exceptions taken Yes C403.2.4.2.3 Automatic (optimum) start Indicate system controls that adjust equipment start time required to bring each area served up to design temperature just prior to scheduled occupancy NA C403.2.4.3 Outdoor supply air dampers Indicate automatic controls configured to close OSA damper during unoccupied equipment operation; not including economizer cooling, night flush or IMC required OSA / exhaust NA C403.2.4.3 ! atairway and shaft vent dampers Indicate method of activation of stairway and shaft vent dampers (fire alarm or interruption of power) NA C403.2.4.4 1 Zone isolation controls For systems serving areas > 25,000 sf or spanning more than one floor, that include areas that are expected to be occupied non -simultaneously; indicate controls that allow for independent space conditioning of isolation zones; or exception taken Yes C403.2.12 Heating outside a building Indicate occupancy sensing or timer switch controls configured to automatically shut off heating system when area served is unoccupied No C403.2.4.5 Snow melt systems Indicate automatic controls configured to shut off system when pavement temperature exceeds 50°F and no precipitation is falling, and when outdoor air temperature exceeds 40°F No C403.2.4.6 Freeze protection system controls Indicate automatic controls to shut off system when outdoor temperature exceeds 40°F, or conditions protect fluid from freezing NA C403.2.4.9 Group Rt hotel / motel guest rooms For hotels and motels with over 50 guest rooms, indicate automatic controls serving guest rooms that are capable of setback (heating) and set-up (cooling) of temperature setpoint by at least 5°F; indicate control method - activated by room entry or occupancy sensor 2015 Washington State Energy Code Compliance Forms for Commercial, R2 and R3 over 3 stories and all R1 - Page 3 of 7 Mechanical Permit Plans Checklist MECH-CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings includi _.. Project Title: Fill this line out on MECH-SUM Date 1/1/2015 The following information is necessary to check a permit application for compliance with the mechanical systems and equipment requirements of the Washington State Energy Code, Commercial Provisions. Applicable (yes,no,na) Code Section Code ProvisionInformation Required - Must be in permit documents Location in Documents Building Department Notes NA 0403.2.4.10 0403.2.4.11 Group R2 / R3 dwelling units, Group R2 sleeping units For primary space conditioning system, indicate 5-2 programmable thermostats capable of two setback periods per day; for all thermostats indicate purpose (heating only, cooling only, or both), required temperature range and at minimum a 10°F deadband; or exception taken Yes C403.2.6 C403.2.11.4 Ventilation Indicate method of ventilation air delivery (natural or mechanical) for each zone If mechanically delivered, indicate that systems are configured to provide not more than 150% of, but at least the minimum required volume of outdoor air to each zone per IMC, ASHRAE 62.1 or other applicable code (WAC, OSHA, etc); or exception taken If delivered via natural ventilation, identify required elements per IMC including minimum openable area to the outdoors or qualifying adjoining spaces C403.2.6.2 Demand controlled ventilation Identify spaces > 500 sf with occupant load > 25 people/1,000 sf per IMC; for each space indicate whether it is served by an HVAC system with total design OSA > 3,000 cfm, and / or the system has airside economizer or automatic modulating OSA damper; indicate OSA controls are configured to provide demand controlled ventilation or provide supporting documentation for applied exception Yes 0403.2.6.3 Occupancy sensors For gyms, classrooms, auditoriums and conference rooms > 500 sf, indicate occupancy -based OSA control when space is unoccupied and method (doses OSA damper or shuts -off equipment); or alternate means provided to automatically reduce OSA when space is partially occupied No 0403.2.6.4 C403.2.6.4.1 Enclosed loading dock ventilation For enclosed loading docks, indicate ventilation / exhaust system method of activation (gas detection system for CO and NO2, or occupancy sensors), and control method (staged or modulating) NA C403.2.6.4 C403.2.6.4.2 Enclosed parking garage ventilation For enclosed parking garages, indicate ventilation / exhaust system activated by gas detection system for CO and NO2, and control method (staged or modulating); or exception taken NA 0403.2.7.1 Kitchen exhaust hoods Provide calculations that show a balanced accounting of total kitchen exhaust (include all hoods) with % of: supply air, transfer air from adjacent spaces, and make-up air; if applicable, indicate that direct make-up air to each hood does not exceed 10% of hood exhaust For kitchens with total hood exhaust exceeding 2,000 cfm, indicate exhaust air rate per Table C403.2.7.1 and compliance method (DCV, energy recovery, or transfer air that would otherwise be exhausted) NA C403.2.7.2 Laboratory exhaust systems Refer to Systems Requiring Energy Recovery for requirements NA C403.2.13 Variable flow capacity - HVAC system fans For HVAC fan motors z 7.5 hp, indicate method of variable flow control (VSD, or equivalent control method that reduces design air volume by 50% at 1/3 static design pressure); note exception taken NA C403.3.1 DX air handler variable cooling control (tinder Integrated Economizer) For DX air handlers with economizer and cooling capacity z 65,000 Btu/h, indicate number of cooling stages provided and method (multiple compressors and / or variable speed compressors); indicate minimum displacement (capacity reduction) as % of full load Indicate control method (cooling capacity controlled in response to space temperature, space temperature controlled by modulating supply airflow, or both) Yes C403.2.11.5 Fan airflow control For DX air handling units with cooling capacity z 65,000 Btu/h and evaporative and chilled water air handling units with fan z 0.25 hp, indicate whether system is single zone or multiple zone and related control method (cooling capacity controlled in response to space temperature, space temperature is controlled by modulating supply airflow, or both) For mechanical cooling systems (includes DX and chilled water coils) that control cooling capacity in response to space temperature - Provide a minimum of two stages of fan control; indicate minimum fan speed is 5 66% of full speed drawing 5 40% of full speed fan power during periods of low cooling or ventilation only For other mechanical cooling systems (includes DX and chilled water coils) that control space temperature by modulating airflow (in lieu of, or in addition to, controlling capacity in response to space temperature) - Provide fan controls for modulating supply airflow; indicate minimum fan speed is 5 50% of full speed drawing 5 30% of full speed fan power during periods of low cooling or ventilation only; or exception taken Yes C403.2.4.12 DDC system capabilities Provide central and zone level DDC controls as required based on system application, capacity or size thresholds and other qualification per Table 0403.2.4.12.1 Identify all DDC system input / output control points; indicate capability for trending and graphical display Ducting Systems C403.2.8.1 C403.2.8.3 Duct construction Indicate on plans that all ductwork is constructed and sealed per IMC For OSA ductwork, also indicate on plans that ductwork meets air leakage requirements per C402.5 and vapor retarder requirements per the IBC C403.2.8.3 Duct pressure classifications Identify location of low, medium and high pressure ductwork on plans C403.2.8.3.3 High pressure duct leakage test Indicate high pressure duct leakage testing requirements on plans; provide test results to jurisdiction when completed 2015 Washington State Energy Code Compliance Forms for Commercial, R2 and R3 over 3 stories and all R1 - Page 4 of 7 Mechanical Permit Plans Checklist MECH-CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised January 2017 Project Title: Fill this line out onMECH-SUM Date 1/1/2015 The following information is necessary to check a permit application for compliance with the mechanical systems and equipment requirements of the Washington State Energy Code, Commercial Provisions. Applicable (yes,no,na) Code Section Code Provision Information Required - Must be in permit documents Location in Documents Building Department Notes Yes . C403.2.8.1 C403.2.8.2 Duct insulation For supply and return ductwork located in unconditioned space or outdoors, indicate R -value of insulation on ductwork on plans; identify climate zone; note exceptions taken For supply ductwork located in conditioned space, identify if design supply temperature is < 55°F or > 105°F and indicate R -value of insulation on this ductwork on plans; note exception taken For OSA ductwork, shafts and plenums, indicate R -value of insulation on these elements on plans per Table C402.1.3 for steel -framed walls; note exception taken Piping Systems NA C403.2.9 Piping insulation p g Indicate design temperature range of fluid conveyed in piping and thickness of insulation (in inches) on hydronic piping plans; or exception taken NA C403.2.9.1 Piping insulation exposed to weather Indicate method of protection of pipe insulation from damage / degradation on hydronic piping plans Economizers Yes C403.3 Air economizer required Identify in equipment schedules on plans or in MECH-EQ forms all cooling systems requiring air economizer controls Provide MECH-ECONO form indicating systems utilizing air economizer exceptions, including those with water -side economizer in lieu of air economizer; indicate on plans eligible exception(s) taken and measures to comply with exception(s) Yes C403.3.1 Integrated economizer operation - air and water Indicate air and water -side economizers are configured for partial cooling operation even where additional mechanical cooling is required to meet the load No C403.3.2 Economizer heating system impact - air and water Verify control method of HVAC systems with economizers does not increase building heating energy usage during normal operation Yes C403.3.3.1 Air economizer capacity Indicate modulating OSA and return air dampers are configured to provide up to 100% OSA for cooling Yes C403.3.1 C403.3.3.2 Integrated air economizer Verify mechanical cooling controls are interlocked with air economizer controls so the outside air damper remains in 100% open position when mechanical cooling is also required to meet the cooling load, until the leaving air temperature is < 45°F For systems with cooling capacity >_ 65,000 Btu/h, verify that control of economizer dampers is not based only on mixed air temperature; or exception taken Yes C403.3.3.3 Air economizer high limit controls Indicate high limit shut-off control method and required high limit per Table C403.3.3.3 NA C403.3.4.1 Water economizer capacity For eligible systems where water -side economizer may be provided in lieu of air economizer, indicate system is capable of 100% design cooling capacity at 50°F db / 45°F wb OSA temperatures NA C403.3.4.2 Water economizer maximum pressure drop Indicate pressure drop across precooling coils and heat exchangers in water economizer system do not exceed pressure drop limit NA C403.3.1 DX air handling equipment control For DX air handlers with economizer and cooling capacity 65,000 Btu/h, refer to HVAC System Controls for requirements NA C403.2.4.7 DX equipment economizer fault detection and diagnostics For DX air handlers with economizer and cooling capacity 54,000 Btu/h, provide a fault detection and diagnostics (FDD) system to monitor economizer system operation and report faults Systems Requiring Energy Recovery Yes C403.5.1 Energy recovery (ER) - ventilation /exhaust systems For systems with design OSA > 5,000 cfm, or design supply air cfm and % OSA exceeding the values in Tables C403.5.1(1) or (2), indicate exhaust air ER method; or exception taken with supporting calculations For rooms served by multiple systems with aggregate design OSA > 5,000 cfm, or aggregate design supply air cfm and % OSA exceeding the values in Tables C403.5.1(1) or (2), indicate exhaust air ER method; or exception taken with supporting calculations Indicate ER rated effectiveness that increases OSA enthalpy by >_ 50% based on delta between OSA and retum air enthalpies at design conditions NA C403.2.7.2 Laboratory exhaust systems (energy recovery) For buildings with total lab exhaust > 5,000 cfm, indicate method of energy recovery used to pre -condition laboratory make-up air; ER effectiveness (min 25°F); or altemative method per exception (VAV exhaust, semi -conditioned makeup, or CERM calculation) NA C404.10.4 (under C404.11) Pools and permanent spas exhaust systems (energy recovery) For buildings with pools or spas with water surface area > 200 sf, indicate exhaust air ER method and use of waste heat (preheat ventilation air, pool water or service hot water); or exception taken Indicate ER system has the rated effectiveness and is configured to decrease the exhaust air temperature at design conditions by z 36°F NA C403.5.2 Energy recovery - steam condensate systems For buildings with on-site steam heating systems, indicate condensate water ER For buildings that use off-site generated steam where condensate is not returned to the source, indicate on-site condensate water ER 2015 Washington State Energy Code Compliance Forms for Commercial, R2 and R3 over 3 stories and all R1 - Page 5 of 7 Mechanical Permit Plans Checklist MECH-CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R Project Title: Fill this line out onMECHSUM Date 1/1/2015 The following information is necessary to check a permit application for compliance with the mechanical systems and equipment requirements of the Washington State Energy Code, Commercial Provisions. Applicable Code Section Code Provision Information Required - Must be in permit documents Location in Documents Building Department Notes NA C403.5.3 Energy recovery - cooler / freezer condensers For buildings with food service, meat or deli departments that have >_ 500,000 Btu/h of remote refrigeration capacity for coolers / freezers, indicate condenser ER and use of captured energy (service water heating, space heating, or dehumidification reheating) For buildings with >_ 40,000 sf conditioned floor area and with >_ 1,000,000 Btu/h of remote refrigeration capacity for coolers / freezers, indicate condenser ER and use of captured energy for service water heating and also for space heating, or dehumidification reheating NA C403.5.4 Energy recovery - condenser systems For buildings with 24-hour operation and with > 1,500,000 Btu/h of heat rejection capacity and design service hot water load > 250,000 Btu/h, indicate condenser ER to pre -heat service water; or exception taken. Provide calculations showing the amount of recovered heat that is utilized (60% of peak heat rejection load or pre -heat service water to 85°F). Hydronic System Controls NA C403.2.13 C403.4.2.7 Variable flow control - hydronic system pumps For hydronic system pump motors 2 7.5 hp, indicate method of variable flow control (VSD or equivalent method that requires a 30% design wattage at 50% design fluid flow); note exception taken Identify whether hydronic coils have DDC controls and associated manner of pump speed control (differential pressure, zone hydronic demand, etc) NA C403.2.5 C403.4.2.4 Hydropic system setback and part load controls For boilers that provide building heating, indicate controls that provide heating water temperature setback based on outdoor temperature For heating and chilled water systems >_ 300,000 Btu/h, indicate systems are configured to automatically reset supply water temperature based upon demand; or exception taken. If system pump motor hp >_ 3 hp, also indicate controls automatically reduce flow by >_ 50%. For chilled water systems (2 300,000 Btu/h, pump motor hp z 3 hp) that serve water-cooled unitary air conditioners, indicate VSD or staged pumps in chilled water system and heat rejection loop that reduce pump flow so that one control valve is nearly wide open, or to maintain a minimum differential pressure; or exception taken NA C403.4.2 Boiler sequencing Indicate automatic controls that sequence operation of multiple boilers . NA C403.4.6 Hot gas bypass limitation For cooling equipment with hot gas bypass, provide either multiple step unloading or continuous capacity modulation; indicate bypass capacity per Table C403.4.6 NA C403.4.2.2 Two -pipe changeover systems Indicate changeover deadband (min 15°F), heating / cooling mode scheduling and changeover temperature range (limit 30°F) NA C403.4.2.6 Chiller / boiler plant pump isolation Indicate controls are configured to automatically reduce overall plant flow and shut-off flow through individual chillers and boilers when not in use NA C403.2.13.1.1 C403.4.3.1.1 C403.4.3.1.2 Heat rejection equipment - variable flow control For cooling towers with fan motors 2 7.5 hp, indicate VSD and method to adjust fan speed (adjusted based on leaving fluid temperature or condenser temperature / pressure of heat rejection device) For multiple -cell heat rejection equipment with VSD, indicate controls that ramp all fans in unison NA C403.4.3.3 Heat rejection equipment - cooling tower flow turndown Indicate open -circuit cooling towers with multiple pumps or VSD control are designed so all cells can be run in parallel NA C403.4.2.3.1 Water loop heat pump - deadband Indicate capability of central equipment to provide minimum 20°F water supply temperature deadband between heat rejection and heat addition modes; or exception taken NA C403.4.2.3.2.1 Water loop heat pump - heat rejection equipment, Zone 4 Indicate type of cooling tower (open- or closed-circuit) in equipment schedule; indicate method used to limit system heat loss when heat rejection is not needed NA C403.4.2.3.2.2 Water loop heat pump - heat rejection equipment, Zone 5 For open- or closed-circuit cooling towers, provide a heat exchanger that separates the cooling tower and heat pump loop NA C403.4.2.3.3 Water loop heat pump - isolation valves For hydronic heat pump systems with total system power > 10 hp, indicate 2 -way isolation valves on each heat pump and variable flow system control Dedicated Outdoor Air Systems (DOAS) - Optional through 6/30/16, Prescriptive 7/1/2016 Yes C403.6 C403.6.3 Dedicated outdoor air systems For buildings with office, retail, education, library and fire station spaces, identify these spaces on plans; indicate that ventilation air in each occupied space is provided via a DOAS system; or document compliance with C403.6.3 Impracticality; or exception taken (buildings complying with C402.4.1.4 or C406.6 may not utilize exceptions) No C403.6.1 Energy recovery ventilation with DOAS For all DOAS systems, indicate exhaust air ER method; or exception taken with supporting calculations. Indicate ER rated effectiveness that increases OSA enthalpy by z 50% based on delta between OSA and return air enthalpies at design conditions. No C403.6.2 Heating / cooling system controls with DOAS Indicate equipment associated with the delivery of zone level heating and cooling (fans, hydronic pumps, primary air dampers, etc) are configured to shut off, and central equipment is configured to tum down, when there is no call for heating or cooling in the zone they serve If applying Exception to heating / cooling fans used for air mixing in the space during deadband periods, include fan watts per cfm in equipment schedule 2015 Washington State Energy Code Compliance Forms for Commercial, R2 and R3 over 3 stories and all R1 - Page 6 of 7 Mechanical Permit Plans Checklist MECH-CHK 2015 Washington State Energy Code Compliance Forms for Commerdal Buildings including R2 & R3 over 3 stories and all R1 Project Title: Fill this line out on MECH-SUM Date 1/1/2015 The following information is necessary to check a permit application for compliance with the mechanical systems and equipment requirements of the Washington State Energy Code, Commerdal Provisions. Applicable (yes,no,na) Code Section Code Provision Information Required - Must be in permit documents Location in Documents Building Department Notes No C402.4.1.4 C403.6 Increased prescriptive maximum vertical fenestration area with DOAS Indicate that all occupied, conditioned spaces are served by a DOAS per C403.6 Additional Efficiency Package Option, Dedicated Outside Air Systems (DOAS) Yes C406.6 Building provided with DOAS To comply with additional efficiency package option, indicate that 90% or more of all occupied, conditioned spaces are served by a DOAS per C403.6 Multiple Zone Air Systems NA C403.4.4 Air systems serving multiple zones Identify supply air systems serving multiple zones and the zones they serve on plans; indicate whether system is VAV and method of primary air control; or provide supporting documentation for applied exception to VAV NA C403.4.4 VAV systems serving multiple zones Provide equipment schedules on plans or MECH-EQ form that list all VAV air terminals and types For each air terminal include: maximum airflow rates for primary supply air during zone peak heating and zone peak cooling; maximum airflow during reheating, recooling or mixing; minimum airflow rate to maintain required ventilation, and the basis for these values; if IMC or ASHRAE 62.1 multiple zone equation is basis for minimum flow rates, provide calculation on plans NA C403.4.4.1 Single duct VAV terminal units Indicate single duct terminal units are configured to reduce primary supply air before reheating or recooling NA C403.4.4.2 Dual duct systems - terminal units For systems with separate warm air and cool air ducts, indicate terminal units are configured to reduce the flow from one duct to minimum before mixing with air from the other duct NA C403.4.1.1 C403.4.1.2 VAV system static pressure sensors - sensors and DDC set points Indicate locations of duct static pressure sensors on plans; include at least one sensor per major duct branch; verify controller setpoint pressure at each sensor is 5 1.2 inch w.g. For systems with zone level DDC, indicate controls are configured to monitor zone damper positions and reset static pressure setpoint based on the zone requiring most pressure; include control logic that automatically detects and generates an alarm if any zone excessively drives reset logic, and allows building operators to exclude zones from reset logic NA C403.4.4.3 Multiple -zone VAV system ventilation optimization controls For systems with zone level DDC controls, indicate controls are configured to automatically reduce outdoor airflow in response to changes in system ventilation efficiency; or exception taken NA C403.4.4.4 VAV system supply air reset Indicate controls automatically reset supply air temperature in response to building loads or outdoor air temperature; or exception taken Multiple Zone HVAC Systems, High Efficiency VAV - Required for systems utilizing C403.6 DOAS Exception 2, must comply with all 16 provisions NA C403.7, Item 1 Air economizer Indicate system is configured for 100% air economizer operation and complies with all related economizer requirements per C403.3 (without economizer exceptions) NA C403.7, Item 2 Direct digital controls (DDC) Provide DDC controls for all components of system; identify all DDC system input / output control points; indicate capability for trending and graphical display NA C403.7, Item 3 Outdoor airflow measurement and reduction For systems with minimum OSA > 2,500 cfm, indicate outdoor airflow monitoring station that measures OSA intake under all load conditions; indicate control sequence that increases or reduces system OSA cfm based on VAV terminal feedback of ventilation efficiency (per C403.4.4.3 without exceptions) or DCV (per C403.2.6.2) NA C403.7, Item 4 Supply airflow measurement For systems with minimum OSA > 2,500 cfm, indicate supply airflow monitoring station capable of measuring supply air delivered to VAV terminals under all load conditions NA C403.7, Item 5 Zone isolation and maximum area served Verify maximum area served by a single HEVAV system is 5 50,000 sf, or one entire floor, whichever is greater; in addition if a system serves > 25,000 sf, that includes areas that are expected to be occupied non -simultaneously, indicate zone isolation controls per C403.2.4.4 NA C403.7, Item 6 Interior / exterior zone design supply air temperature Verify that VAV terminals serving interior cooling driven loads are sized per design supply air temperature that is 5°F higher than VAV terminals serving exterior zones NA C403.7, Item 7 Maximum air terminal inlet velocity Identify air terminals with minimum primary airflow setpoints > 50% of maximum setpoint in equipment schedule or MECH-EQ form; indicate air terminal inlet velocity does not exceed 900 fpm NA C403.7, Item 8 Sequence of operation Indicate DDC system sequences of operation are designed and configured per ASHRAE GPC 36 NA C403.7, Item 9 Maximum allowable system brake horsepower Verify fan system bhp is s 90% of the bhp limit per Option 2 equation in Table C403.2.11.1(1), provide MECH-FANSYS form for each system NA C403.7, Item 10 Fan -powered terminal unit motor and control Indicate all series and parallel terminal fans have electronically commutated motors; indicate DDC control system is configured to vary air terminal fan speed as a function of the load; indicate fan speed during periods of low heating, low cooling, or ventilation only is<_ 66% of peak design air flow or provide supporting documentation for applied exception 2015 Washington State Energy Code Compliance Forms for Commercial, R2 and R3 over 3 stories and all R1 - Page 7 of 7 Mechanical Permit Plans Checklist MECH-CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 0 Project Title: Fill this line out on MECHSUM Date 1/1/2015 The following information is necessary to check a permit application for compliance with the mechanical systems and equipment requirements of the Washington State Energy Code, Commercial Provisions. Applicable (yes,no,na) Code Section Code ProvisionInformation Required - Must be in permit documents Location in Documents Building Department Notes NA C403.7, Item 11 Application of single duct and fan -powered terminal units Indicate VAV terminal types on plans; verify fan -powered terminal units only serve perimeter zones with envelope loads; verify all other zones are served by single duct terminal units NA C403.7, Item 12 Fan -powered terminal unit primary air reset Indicate DDC controls are configured to automatically reset the primary supply air cfm setpoint of all fan -powered terminal units to the minimum required to maintain ventilation during occupied heating or deadband, based upon the VAV air handling unit OSA ventilation fraction NA C403.7, Item 13 High occupancy space controls For spaces > 150 sf with occupant density >_ 25 people / 1000 sf, indicate space is served by a dedicated terminal unit with DCV control that resets terminal unit ventilation setpoint; also indicate occupancy sensor control that automatically reduces minimum ventilation to zero and sets back room heating and cooling setpoints by >_ 5°F NA C403.7, Item 14 Dedicated HVAC systems For server, electronic equipment, telecom or similar spaces with cooling loads > 5 W/sf, indicate spaces are served by independent HVAC systems that are separate from HPVAV systems serving rest of building; indicate dedicated HVAC systems have air economizer controls or energy recovery per C403.3 Exception 9 Indicate whether systems are served by a high efficiency heating water plant, or a high efficiency chilled water plant NA C403.7, Central plant efficiency If complying via high efficiency heating water plant: Indicate all VAV terminals have hydronic heating coils served by heating water system with either gas-fired boiler(s) with thermal efficiency >_ 90%, air -to -water heat pumps, or heat recovery chillers Item 15 If complying via high efficiency chilled water plant: Indicate all VAV air handlers have cooling coils served by chillers with rated IPLV efficiency that exceeds WSEC listed IPLV by at least 25% per Table C403.2.3(7) (note water-cooled IPLV is max, all others are min); indicate smallest chiller or compressor in plant is <_ 20% of total plant capacity, or provide thermal storage sized for < 20% of total plant capacity NA C403.7, Item 16 Fault detection and diagnostics Indicate DDC system includes a fault detection and diagnostics (FDD) system configured to monitor operation and provide fault reporting of required parameters for all VAV air handlers and VAV air terminal units in the HPVAV system HVAC Equipment Energy Use Metering NA C409.3.1 HVAC equipment energy use metering For new buildings > 50,000 sf and building additions > 25,000 sf, verify energy use metering of all equipment used to provide space heating and cooling, dehumidification and ventilation will be provided per C409; indicate equipment eligible for exception Documentation and System Specific Requirement To Support Commissioning Scope of mechanical Indicate that all mechanical systems, equipment, and controls for which the WSEC requires control functions and / or configuration to perform specific functions are required to be commissioned; NA C408.2 systems commissioning For buildings with >_ 240,000 Btu/h total output cooling capacity or 300,000 Btu/h total output heating capacity, indicate that all mechanical systems regardless of individual capacity are required to be commissioned; or provide building heating / cooling capacity calculation demonstrating eligibility for exception Indicate in plans and specifications that Cx per C408 is required for all applicable mechanical systems; NA C403.2.10 C408.1.1 C408.1.2 C408.1.4.2 Commissioning requirements in construction documents Include general summary with at a minimum of Items 1 thru 4 of the Cx plan per C408.1.2 including: narrative description of activities, responsibilities of the Cx team, schedule of activities including verification of project close out documentation per C103.6, and conflict of interest plan (if required); C103.6 Include in general summary that a Cx project report or Compliance Checklist (Figure C408.1.4.2) shall be completed by the Certified Cx Professional and provided to the owner prior to the final mechanical inspection. NA C408.2.2 Air system and hydronic system balancing Indicate in plans that air and fluid flow rates shall be tested and balanced within the tolerances defined in the specifications; indicate systems shall be balanced in a manner to first minimize throttling losses, then adjusted to meet design flow conditions NA C408.2.2.1 Air system balancing devices Indicate devices that provide the capability to balance all supply air outlets, zone terminals and air handling equipment requiring system balancing NA C408.2.2.2 Hydronic system balancing devices Indicate devices that provide the capability to isolate, balance and measure flow across all hydronic equipment requiring system balancing including heating and cooling coils and pumps NA C408.2.3 Functional performance testing criteria Identify in plans and specifications the intended operation of all equipment and controls during all modes of operation, including interfacing between new and existing -to -remain systems Project Close Out Documentation YesC103.6 Documentation and project Gose out submittal requirements Indicate in plans that project close out documentation and training of building operations personnel is required for all mechanical components, equipment and systems govemed by this code; indicate close out documentation shall include: record documents, O&M manuals, applicable WSEC compliance forms and calculations 2015 Washington State Energy Code Compliance Forms for Commercial, R2 and R3 over 3 stories and all R1 Mechanical Summary 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 MECH-SUM Revised January 2017 Project Information Project Title: 1 - This title will copy onto other forms Date 1/1/2015 Applicant Information. Provide contact information for individual who can respond to inquiries about compliance form information provided. For Building Dept. Use Company Name: LUSH Fresh Handmade Cosmetics Company Address: 2800 South Center Mall Suite 221 Seattle, WA 98188 Applicant Name: Applicant Phone: • Project Description Briefly describe mechanical systems in the text box provided MI New Building • Building Addition El Tenant Improvement II System Retrofit II No System Changes • Total Bldg Performance (TBP) This path includes all mandatory provisions per C401.2 Option 2. MECH-SUM, MECH-CHK, and C407 Energy Analysis forms required. Design Load Calculations building heating, cooling or includes all applicable El Load calculation summary El MECH-LOAD-CALC Form Provide design load calculations for all mechanical systems and equipment serving the ventilating needs. If a load calculation summary is provided with the permit documents that compliance information then the MECH-LOAD-CALC form is not required. Mechanical Schedules forms are not required, El Mechanical Plans 0 MECH-EQ Forms (TBD) Indicate location of equipment compliance information. If provided on plans then MECH-EQ however, include on plans all applicable compliance information listed in MECH-EQ tables. Dedicated Outdoor Air System Requirements and High Efficiency VAV Alternate fire station occupancies) air in a manner that does heating or cooling is required. Exception 1) of DOAS (C403.6, Exception library or fire station) C402.4.1.4 with 100% of I. DOAS is required per C403.6 effective July 1, 2017 (office, retail, education, library and All occupied, conditioned areas shall be served by a DOAS that delivers required ventilation not require space conditioning fan operation. Space conditioning fans cycled off when no • Ventilation provided via natural ventilation per 2015 IMC in lieu of DOAS (C403.6, • and space conditioning provided by a HEVAV system per C403.7 in lieu Ventilation • DOAS included in project, although not required (occupancy not office, retail, education, • DOAS related allowances included in project: II Prescriptive vertical fenestration maximum area allowance increased to 40% per conditioned floor area in building served by DOAS. • Exception to air economizer per C403.3 Exception 1, include MECH-ECONO form. Fan Power exceeds 5hp. 5 horsepower threshold. El Project includes HVAC air distribution systems that provide heating and/or cooling If yes, provide a MECH-FANSYS -SUM form. El For one or more systems, the total fan motor nameplate hp of at fans in HVAC system If yes, provide a seperate MECH-FANSYS form for each HVAC system exceeding the Refer to Section C403.2.11 and MECH-FANSYS-DOC for requirements and exceptions. HVAC Hydronic Systems • Hydronic chilled water II Water -loop heat pump El No hydronic systems II Hydronic heating water II Geothermal 0406 Additional Efficiency Options - Mechanical or air -to -water heat be 15% more efficient than have FEQ z 71 and must be required ventilation air in a annual hot water energy use in C406.2 More efficient HVAC equipment and fan systems Requires 90% of heating and cooling capacity to be equipment listed in tables C403.2.3(1)-(9) pumps and heat recovery chillers. All equipment listed in tables C403.2.3(1)-(7) must minimum requirements. All stand alone supply, return, and exhaust fans over 1hp must selected within 10% of maximum total or static pressure. ■ C406.6 Dedicated outdoor air system (DOAS) Requires 90% of conditioned floor area to be served by a DOAS per C403.6 that delivers manner that does not require space conditioning fan operation. • C406.7 Reduced energy in service water heating Requires 90% of floor area be in occupancy types listed in C406.7.1 and that 60% of be provided by heat pump, waste heat recovery or solar water -heating systems. ..a 2015 Washington State Energy Code Compliance Forms for Commercial, R2 and R3 over 3 stories and all R1 7 ec anica ummary, pg. 2 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 MECH-SUM Revised January 2017 Service Water Heating Systems Equipment Type (s) from space heat boiler or 9 P water systems II Hot water heating tank(s) II Instantaneous • No service • Dedicated boiler Heat exchange central hot water/steam Distribution Type (s) • Circulation System • On -demand Commissioning Commissioning is required for: per C408.2 shall be performed requirements: of all mechanical heating. Mechanical water heating not required. water heating systems per C408.4 systems regardless of individual equipment capacity. systems in the building do not exceed 240,000 Btu/h commissioning not required. does not exceed 200,000 Btu/h. Service water heating • Mechanical systems • Service If required, commissioning Exceptions to commissioning for all applicable space conditioning systems system in building • Total output capacity cooling or 300,000 Btu/h • Capacity of largest service systems commissioning Low Energy and Semi -Heated Spaces (Note 6 and 7) Space Type Location in Plan(s) Space(s) Served Area Served, square feet Heating Capacity, Btu/h (Note 4) Cooling Capacity, Btu/h (Note 5) Peak Space Conditioning Capacity, Btu/h-sf Compliance Check Notes Note 4 - Provide total installed heating output capacity of systems serving Low Energy or Semi -Heated space(s) in btuh. Note 5 - Provide total installed cooling capacity of system serving Low Energy space(s) in Btu/h. Not allowed for semi -heated spaces. Enter 0 if no cooling. Note 6 - Refer to Section C402.1.1 Low Energy Building. lntalled peak space conditioning capacity, heating or cooling, may not exceed 3.4 Btu/hsf. • Note 7 - Refer to Section C402.1.1.1 and Semi -Heated Space definition in Chapter 2. Total heating output capacity may not exceed 8 Btu/h'sf. Only systems without electric resistance heating and no cooling are eligible for the wall insulation exception under semi -heated. Interior Lighting - Space -By -Space Method LTG -INT -SPACE 2015 Washington State Energy Code Compliance Fonns for Commercial Buildings including R2, R3, R4 over 3 stories and all R Project Title: LUSH FRESH HOMEMADE COSMETICS i DatEREVI1E'JV /V@'R Calculation Area N0TE9 G 0 Addition- O Addition stand alone + existing C Spaces where < 50% of O Spaces where 2 50% of O luminaires are replaced luminaires are replaced COOLgeourniANCE APPROVED LPA Calculation Type 0 Standard O 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. n SEP 0 p 7 Maximum Allowed Lighting WattageO1 City Cf -Tukwila - E D! S ^A �� �[�� Location (plan #, room #) Space Type Ceiling g Gross Interioi.-,lowed. LIVI�?IL,,t,1 ttsAllOwed,..- Height NOTE2 Area in ft2 Watts per ft2 (watts/ftZ x area) 1 -Retail Sales area 1 1811 1 .270 2300 2 -Common Space Office: Enclosed 1 244 0. 890 217 3 -Common Space Restroom: all other 4 58 0. 780 45 4 -Common Space Corridor: all other 1 100 0. 530 53 THE MIG PENDANT: F: BLE-C-MIG-P/PH: Quad 2 -pin 22W 1 23 23 4 2 23 46 THE ORIGINAL WAREHOUSE PENDANT: H: BLE-C-W PC: Quad 2 -pin 22W: Magnetic .... 4 F CORRECTION 8 O Total Area 2213 GOSENECK LIGHT W/ LED DRIVER: J: BLE-G-AUS17-PC 1 Retail Display Allowance from LTG -INT -DISPLAY 40 Lobby Art/Ekhibit Display Allowance from LTG -INT -DISPLAY NOTE6 1 Allowed Watts 2 616 Proposed Lighting Wattage Nu' Location (plan #, room #) Fixture Description 43114' 6,6 Number of Fixtures Watts/ Fixture NOTE7 R RE C T Watts Proposed Retail: Sales Area 4" LED DOWNLIGHT: A/A1: 4AiGMW LED: LED A Lamp 9W 30 10 300 6" LED DOWNLIGHT: B/B1: 6AiGMW LED: LED A Lamp 13W 16 13 208 TRACK LIGHT -1: C1: Universal Track Fixture: Wattage based on current limiting device capacity 1 720 720 TRACK LIGHT -2: C1: Universal Track Fixture: Wattage based on current limiting device capacity 1 360 360 KAO FARGO PENDANT: 0: BLE -CC -FAR: Quad 2 -pin 4 18 72 BANTAM ARTESIA PENDANT: E: BLE-C-VWHS14-PC: Quad 2 -pin 22W: Magnetic 1 23 23 THE MIG PENDANT: F: BLE-C-MIG-P/PH: Quad 2 -pin 22W 1 23 23 MARITIME SHALLOW BOWL PENDANT: G: BLE-C-YDM14- PC: Quad 2 -pin 22W: Magnetic 2 23 46 THE ORIGINAL WAREHOUSE PENDANT: H: BLE-C-W PC: Quad 2 -pin 22W: Magnetic 7 CORRECTION 8 O 126 GOSENECK LIGHT W/ LED DRIVER: J: BLE-G-AUS17-PC 1 ISITR# 40 CUSTOM ALUM TROUGH LIGHT: K: LED W/60 W DRIVER 1 60 i U K W I LA �f017 LUIi 60 Common Space: Office Enclosed 2' x4' LED PANEL: L: EDGE LIT PANEL: LED Panel 40W 5 RECEIVED 200 Common Space: Restroom 6" LED DOWNLIGHT: B/B1: 6AiGMW LED: LED A Lamp 13W 2 CITY13J F 26 Common Space: Corridor 4" LED DOWNLIGHT: A/A1: 4AiGMW LED: LED A Lamp 9W 5j} -p ��jj"" 45 50 Proposed Retail DisgygM'r TlorpAF{�JLFPERAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting t+ Total Proposed Watts 2254 Interior Lighting Power Allowance COMPLIES D11'OViI Lighting Summary LGT-SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Info Compliance forms do not require a password to use. Instructional and calculating cells are write - protected. Project Title: LUSH FRESH HOMEMADE COSMETICS Date 8/4/2017 Applicant Information. Provide contact information for individual who can respond to inquiries about compliance form information provided. For Building Department Use Company Name: LUSH FRESH HOMEMADE COSMETICS Company Address: 2800 SOUTHCENTER MALL SUITE 221 SEATTLE,WA 981 Applicant Name: Applicant Phone: Applicant Email: Project Description • New Building • Addition n Alteration • Plans Included Include PROJ-SUM form (included in envelope forms workbook) with lightingcomplliance 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 t, M Lighting systems in addition are combined with existing building lighting systems to demonstrate compliance rr M Addition is combined with existing: For interior lighting projects, include new + existing interior lighting fixture wattage in Proposed Lighting Wattage table in LTG -INT -BLD or LTG -INT -SPACE form. For exterior lighting projects, include new + existing exterior lighting fixture wattage in Proposed Tradable and Proposed Non -Tradable Lighting Wattage tables in LTG -EXT form. Interior and Exterior Lighting Alterations Select all Lighting Power Control elements that of the retrofit project. If combination of spaces 50% of the existing fixtures in some spaces, and fixtures are replaced in provide separate lighting compliance forms for conditions. Spaces undergoing type of retrofit may be lighting power compliance Refer to Section C503.6 requirements. All alteration lighting controls commissioned per C408.3. and Lighting apply to the scope project includes a where less than are replaced 50% or more of the others, then power the by) retrofit the same combined into one form. for additional shall be being made to lighting space are not Lighting Power Interior lighting Parking garage Exterior lighting 50% or more of existing are replaced tr, ■ ■ 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 comply with total LPA per Sections C405.4.2 and C405.5.2. Include new + existing -to -remain fixtures in Proposed Lighting Wattage table in LTG -INT -BLD, LTG -INT -SPACE or LTG -EXT form. Less than 50% replaced - Total lighting power of new + existing -to -remain fixtures shall not exceed the total lighting poster prior to alteration. Include new + existing -to -remain fixtures in the Proposed Lighting Wattage table in LTG -INT -BLD, LTG -INT -SPACE or LTG -EXT fore. 50% threshold applies to numberof luminaires for interior spaces and parking garages, and total installed wattage for exterior luminaires. Lighting Controls Interior lighting Parking garage Exterior lighting New wiring installed to serve added fixtures and/or fixtures relocated to new circuit(s) t' • ■ New or moved lighting panel F ■ ■ Interior space is reconfigured - luminaires unchanged or relocated • New wiring or circuit - For interior lighting, provide required manual controls per C405.2.3, occupancy sensor controls per C405.2.1, daylight responsive controls per C405.2.4 and application specific lighting controls per C405.2.5. For exterior lighting, provide required controls per C405.2.7. New or moved panel - Provide all applicable lighting controls as noted for New Wiring and automatic time switch controls per C405.2.2. Reconfigured interior space - Provide all required lighting controls that apply to a new interior space. Application specific lighting control provisions per C405.2.5 do not apply to reconfigured No changes are •the interior or exterior systems and existing uses and configuration changed. Change of Space Use areas under -going a change in space use are upgraded to types per Tables C405.4.2(1) or C405.4.2(2). to the current Code in Proposed Lighting Wattage form. • Existing interior lighting systems in comply with LPAs for the new space Identify interior spaces requiring LPD upgrade table in LT INT -BLD or LTG -INT -SPACE Lighting Summary, cont. LGT-SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories Project Title: LUSH FRESH HOMEMADE COSMETICS Date 8/4/2017 Interior Lighting System Description Interior lighting system consists of 2 groups, lamps that may not be dimmed (decorative lights) and lamps that may be dimmed (general lighting). General lights consists of downlights, tracklights while the decorative lights consists of pendant lights. Lighting system circuit breakers are located on panel-LWP. Interior Lighting Power Allowance Method • Building Area Method t* Space -by -space Method Select method used in project. Interior Lighting Controls rr, All C405.2.1- C405.2.8 Controls M C405.2 Exception 5 Luminaire Level Lighting Control (LLLC) • Additional Efficiency Package Option C406.4 Enhanced digital lighting controls To comply faith C406.4, no less than 90% of the total installed interior lighting pother shall comply Kith required controls per C406.4. Dwelling Unit Interior Lighting Permanently installed interior lighting fixtures in dtaelling units comply Kith: 0 0 C405.2 thru C405.5 Commercial Lighting Controls and LPA 0C406.3 High Efficacy Lighting 0 Exterior Lighting System Description 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 August 2016 Project Title: LUSH FRESH HOMEMADE COSMETICS Date 8/4/2017 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 SHEET E2.1 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 SHEET E2.1 NA 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 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; SHEET E2.1 Indicate locations where automatic shutoff is provided by other methods (occupancy sensor or digital timer switch) or which time switch control exception applies YES C405.2.1 C405.2.1.1 Occupancy sensor controls Indicate on plans the spaces served by occupancy sensors; SHEET E2.1 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 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. SHEET E2.1 NO 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.; 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) No C405.2.4 Daylight responsive controls Indicate on plans lighting zone(s) served by daylight responsive 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 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 ------------------ - ----- No 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 YES 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; SHEET E2.1 Indicate manual and automatic lighting control method Lighting, Motor, and Electrical Permit Checklist, Pg. 2 LTG -CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Title: LUSH FRESH HOMEMADE COSMETICS Date 8/4/2017 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 NAcontrol C405.2.5 - Item 3 Hotel/motel guest rooms Indicate method of automatic control - vacancy or captive key of all installed luminaires and switched receptacles in guest room NA 0405.2.5 - 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 0405.2.5 - 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 C405.2.5 - Item 6 Lighting equipment for sale or demonstration _, Indicate on plans that lighting equipment for sale or demonstration 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 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; SHEET E2.1 Provide calculation of lighting power density of total egress lighting; SHEET E2.1 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; Indicate method of automatic shut-off control 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 NA 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; Verify that no 20 amp circuit controlled by a single switch or automatic control is loaded beyond 80% 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) NAIdentify C405.13 C408.3 If claiming lighting system commissioning exemption provide supporting calculation; Lighting system functional testing applicable commissioning documentation requirements per Section C408 or eligibility for exception; Provide written procedures for functional testing of all automatic controls and describe the expected system response 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 August 2016 Project Title: LUSH FRESH HOMEMADE COSMETICS Date 8/4/2017 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; SHEET E0.3 Identify spaces eligible for lighting power exemption on plans and in compliance forms; indicate the exception applied; Identify lighting equipment eligible for lighting power exemption in fixture schedule and in compliance forms; indicate the exception applied; Indicate that exempt lighting equipment is in addition to general area lighting and is controlled independently 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) SHEET E2.1 SHEET E0.3 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 o 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 o space types on plans, including retail display areas, lobby art & exhibit display areas, and ceiling heights as applicable SHEET E5.1 NA 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 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 exceptio 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 Lighting, Motor, and Electrical Permit Checklist, Pg. 4 LTG -CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Title: LUSH FRESH HOMEMADE COSMETICS Date 8/4/2017 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 Yes C405.6 Electrical tranformers Include electrical transformer schedule on electrical plans; indicate transformer size, efficiency, or exception taken SHEET E0.3 NA C405.7 Dwelling unit electrical energy consumption Indicate on electrical plans that each dwelling unit in Group R-2 has a separate electrical energy meter NA 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 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 NA 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; Indicate on plans whether the method of automatic control for each controlled receptable zone is by occupant sensor or programmable time -of -day control no Is selected for any question, provide explanation: End of Lighting, Motor & Transformer Permit Documents Checklist \ak.R S8 j/01. SSE Dpi aA ssiD Ls �A ESE DENVER !! ESS PORTLAND V Project: LUSH Fresh Handmade Cosmetics LUSH — Westfield Southcenter 2800 Southcenter Mall (Space 640) Seattle, WA 98188 Client: Cortland Morgan Architect 711 N. Fielder Road Arlington, TX 76012 Project Number: 17115 Date: July 08, 2017 IL REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 8 2017 City of Tukwila BUILDING DIVISION CITY OF TUKWILA JUL 122017 PERMIT CENTER DATE:07/08/17 PROJECT:LUSH-Southcenter #17115 LOCATION:Seattle, WA PG:#1 Scope of Design Calculations: Design Criteria: Washington Building Code which is based on the International Building Code 2015 ASCE 7-10 Risk Category = II Seismic: ASCE 7-10 Latitude: 47.4585 N, Longitude: - 122.2586 W Ss= 1.456g, Si= 0.543g Site Soil Class= D Seismic Importance Factor, 'el.0 SDs= 0.97lg, SDi= 0.543g Seismic Design Category= D Wind: ASCE 7-10 Ultimate Wind Speed, Vu=110 mph Exposure = B Component & Cladding Wind Pressure for Enclosed Structure Enclosed in this package: Design Criteria Page 1 Seismic Design Criteria Pages 2 — 5 Ceiling Calculations Pages 6 — 11 Risa Calculations Pages 12 — 16 Water Heater Calculations Pages 17 — 20 Mechanical Calculations Pages 21 — 23 BY:DED DATE:07/08/17 PROJECT:LUSH-Southcenter #17115 LOCATION:Seattle, WA PG:#2 2012 IBC / ASCE7-10 SEISMIC DESIGN REQUIREMENTS FOR NONSTRUCTURAL COMPONENTS (BASED ON ASCE 7-10 CHAPTER 13) DATA INPUT: SEISMIC DESIGN CATEGORY (S.D.C.) : D SDS : 0.971 S2o = 3.0 ELEMENT DESIGN ASD? (Y/N) : Y Ip: 1.0 (13.1.3) ELEMENTS AND COMPONENTS: ELEMENT DESCRIPTION : Ceilings AVERAGE ROOF HEIGHT, h : 17 HEIGHT AT POINT OF ATTACHMENT, z : 12 ap : 1.0 Rp : 2.5 Fp = Fp max = Fp min = (Table 13.5-1 or 13.6-1) (Table 13.5-1 or 13.6-1) 0.375 Wp = 1.554 Wp 0.291 Wp 0.4 ap SDS Wp Rp / Ip 1.6 SDS Wp 0.3 SDS Ip Wp STRENGTH : Fp = 0.375 Wp ASD : Fp = 0.268 W p <— USE DESIGN FOR ANCHORAGE IN CONCRETE OR MASONRY? (YIN) N (13.4.2) Y (13.4.2.2 1.554 1.110 (1+2z/11) (13.3-1) (13.3-2) (13.3-3) BY:DED DATE:07/08/17 PROJECT:LUSH-Southcenter .#17115 LOCATION:Seattle, WA PG:#3 2012 IBC / ASCE7-10 SEISMIC DESIGN REQUIREMENTS FOR NONSTRUCTURAL COMPONENTS (BASED ON ASCE 7-10 CHAPTER 13) DATA INPUT: SEISMIC DESIGN CATEGORY (S.D.C.) : D SDS : 0.971 Q0= 3.0 ELEMENT DESIGN ASD? (Y/N) : Y Ip: 1.0 (13.1.3) ELEMENTS AND COMPONENTS: ELEMENT DESCRIPTION : Other Rigid Components - High Deformability Elements and Attachments AVERAGE ROOF HEIGHT, h : 17 HEIGHT AT POINT OF ATTACHMENT, z : 12 ap : 1.0 (Table 13.5-1 or 13.6-1) Rp : 3.5 (Table 13.5-1 or 13.6-1) STRENGTH: ASD: Fp = Fp max = Fp min = 0.268 Wp = 1.554 117p 0.291 Wp 0.4 ap Sos Wp Rp / Ip = 1.6 Sp51p Ifp = 0.3 SpS Ip Wp Fp = 0.291 Wp Fp = 0.208 Wp <_ USE DESIGN FOR ANCHORAGE IN CONCRETE OR MASONRY? (Y/N) N (13.4.2) Y (13.4.2.2 1.554 1.110 (1 + 2z / h) (13.3-1) (13.3-2) (13.3-3) BY:DED DATE:07/08/17 - PROJECT:LUSH-Southcenter #17115 LOCATION:Seattle WA PG:#4 2012 IBC / ASCE7-10 SEISMIC DESIGN REQUIREMENTS FOR NONSTRUCTURAL COMPONENTS (BASED ON ASCE 7-10 CHAPTER 13) DATA INPUT: SEISMIC DESIGN CATEGORY (S.D.C.) : D Spg : 0.971 SZo = 3.0 ELEMENT DESIGN ASD? (Y/N) : Y Ip: 1.0 (13.1.3) ELEMENTS AND COMPONENTS: ELEMENT DESCRIPTION : Interior Nonstructural Walls - Other AVERAGE ROOF HEIGHT, h : 17 HEIGHT AT POINT OF ATTACHMENT, z : 12 ap : 1.0 Rp : 2.5 STRENGTH: ASD: Fp = Fp max Fp min = Fp = Fp = (Table 13.5-1 or 13.6-1) (Table 13.5-1 or 13.6-1) 0.375 Wp 0.4 ap SDS krp Rp / Ip 1.554 WP = 1.6 SIDS 1p Hip 0.291 Wp = 0.3 Sips Ip Wp 0.375 Wp 0.268 W p <-- USE DESIGN FOR ANCHORAGE IN CONCRETE OR MASONRY? (Y/N) N (13.4.2) (13.4.2.2 1.554 1.110 (1+2z/h) (13.3-1) (13.3-2) (13.3-3) BY:DED DATE:07/08/17 PROJECT:LUSH-Southcenter #17115 LOCATION:Seattle, WA PG:#5 2012 IBC / ASCE7-10 SEISMIC DESIGN REQUIREMENTS FOR NONSTRUCTURAL COMPONENTS (BASED ON ASCE 7-10 CHAPTER 13) DATA INPUT: SEISMIC DESIGN CATEGORY (S.D.C.) : SDS: moo= D 0.971 3.0 ELEMENT DESIGN ASD? (Y/N) : Y Ip: 1.0 (13.1.3) ELEMENTS AND COMPONENTS: ELEMENT DESCRIPTION : HVAC AVERAGE ROOF HEIGHT, h : 17 HEIGHT AT POINT OF ATTACHMENT, z : 17 ap : 2.5 (Table 13.5-1 or 13.6-1) Rp : 6.0 (Table 13.5-1 or 13.6-1) Fp -- Fp Fp max = Fp min = 0.486 Wp 0.4apSpsll'p Rp / 1p 1.554 Wp = 1.6 SDS 1p Wp 0.291 Wp = 0.3 SDS Ip Wp STRENGTH : Fp = 0.486 Wp ASD : Fp = 0.347 Wp <_ USE DESIGN FOR ANCHORAGE IN CONCRETE OR MASONRY? (Y/N) N (13.4.2) Y (13.4.2.2 1.554 1.110 (1 + 2z / h) (13.3-1) (13.3-2) (13.3-3) BY:DED DATE:07/08/17 PROJECT:LUSH-Southcenter #17115 LOCATION:Seattle, WA PG:#6 a,, Stenstrom-Schneider, Inc. SSEOMANA ! DATE: PACE: OF: SSI DALLAS PROJECT: PROJECTI' ESE DENVER ► � � ESS PORTLAND IDEATION: BY: Pa 1) U S TJC.14. /30.4e ,41izi L ' %° 2,757 Sni ,7sasi 75- use G PIGS zz L'ifr u&- /4,1 P4,f USG z 6P5I • 1 = /21 ;/`1 < Ls .'. - k. /744.7-.A1 17-7F67 Z/ 60 P.4--toUSG rIr= Glz /s/i < We. /6 /Ls , c — T Ws ,v w � `t /1 s Pgite = .t 6 i5 r- its <72e-LL1 ok BY:DED SSMA ceili noLitigpn not( ,—„:_,1;pri_in'. )1,,M .111000111, Back to Table of Contents Cr i Section (ks) 4 psf Lateral Support of Unsupported Joist Spacing (in) on center 12 16 24 Allowable Compression Flange Midspan Joist Spacing (in) on center 12 16 24 Ceiling Spans (S -Sections) 6 psf Lateral Support of Unsupported Joist Spacing (in) on center 12 16 24 - L1240 Compression Flange Midspan Joist Spacing (in) on center 12 16 24 13 psf' Lateral Support of Unsupported Joist Spacing (in) on center 12 16 24 Compression Flange Midspan Joist Spacing (in) on center 12 16 24 162S125-18 33 162S125.27 33 162S125-30 33 162S125-33 , 33 162S137-27 33 162S137-30 33 162S137-33 33 7' 3” 6' 7" 5 10" 8'7"T11" T1" 9 0" 8' 3" 7 4" 9' 6 6'6"_- 78"_ 9 11" 9 2" 8' 0" -194'' 9' 6' - 8.3° 10' 9" 9' 9" 8' 7" — 8' 6" 9'8" 10' 0' 10'4" 10' 1" 10' 5° 10' 9" - 7' 8" 6' 7" 6'10' 7; 8" 9 1" 7 11" 9'5'- g'2,_.- 9 2" 8' 0" 9, 6"- 8` 3° 9 9" 8' 7" 6' 5" 5 10" 5 1" 78" - 71 6'3' - 8' 0" 7' 4" 6' 7" 84" .---TB 6'10 8' 10" 8' 0' 7 0" 91' 8'T- 7T-, 9 5" 8' 7° 7 6° 7 4" 6' 7° 5 9" 8'6°_- T8° 6'8' 8' 9" 7' 11" 6' 11° - -- 9'0"- 8'2" 2° 8' 10° 8' 0' 7' 0" 9' 1" 8'3° T 3° .- 9 5" 8' 7" T 6" 5 0" 4' 5" 6'1'„ 56'4'T, 6' 5° 5' 10' 6'8'� 8'1° 6' 10" 6' 2" T 0", 6' 5" T 3" 6' 7° 3' 9° 5 0"T 5'4° 5 5" Fr 5 9" 5' 7° 4' 10' 3' 11° 6'6° 5'11" 5'2" 6' 9" 6' 1° 5' 4' 70" 8,4"__ 56, 6' 10" 6' 2" 5 5" 70" 6'5" 57" T 3° 6' 7° 5 9° 2505125.18 _ 33 250S125-27 33 250S125-30 X33 250S125-33 33 250S125-43 _3S . 250S137-27 33 2505137-30:,33_ 250S137-33 33 2505137-43„ '33 2505162-33 33 250S162-43 33 _8'5' _7T 6'11', 9' 8" _8' 11° 8' 0" 10' 1 9 3° 8' 3' 10' 6" 9 8° 8' 7° _ 11' 9' _lb" 10" 9' 7" 11' 0" 10' 2" 9' 2" _-._ . 11' 6° _ 10'6, 9'5' 11' 10" 10' 11" 9 9" 13' 3" 12' 2' 10' 10" 13' 6"12' 5" 11' 2" -15' 0"_.- 13' 9" 12' 3" ' _11'7° 13' 5" 13'10'. 14' 3" _ 15' 6" 14' 0" 14'5" 14' 11" 16' 3' 15' 8" 17' 1" 10'6° 9'1' 12' 2° 10' 7" _12' 7" 10' 11" 13' 0" 11' 4° _ 14' 1 ° - 12' 4° 12' 9" 11' 1" 132 11'6". 13' 7" 11' 10" 14' 9" 12' 11° 14' 3" 12' 5" 15' 6" 13' 6" 7'6° .6'11" 6'2_ 8' 8" 8' 0" 7' 2" 9' 0" 8' 3" 7' 5° 9' 4° 8' 7" 7 8" 10' 5" 9' 7" --_ - 8' 6" 9' 10" 9' 2° 8' 2" _.. -_.. 102. _ 9' S" _ 8' S" 10' 7' 9' 9" 8' 9" 11'9" - . 10' 10'_ _ g7" 12'1' 11' 2" 10' 0" ' 13' 4' 12.r 10.11.. 10'1" 9'1" _7'8' 11' 8° 10' 7" 9' 3" --_-12'1" 10' 11' 9' T 12' 6" 11' 4" 9' 11' Jr 7' 12' 4°_, 10' 9" 12' 3° 11' 1" 9' 9" - 12" 8"_ 11' 6" - 10' 0° 13' 1" 11' 10" 10' 4" _14' 2" 12' 11' 11' 3" 13' 8" 12' 5" 10' 10" 14' 11' 13' 6" 11' 10' 6'0", 5'6" 7' 0° 6T T 3",; 6' 8" 7' 6" 611" 8' 4' F 7' 8" 8' 0" 7' 5" -- - --- 8' 3", 1' 6' 8' 7" 7' 11" 9 5" 8 8" 9' 10" 9 1 ° 10' 9° 9'11" 4'10"e. 5' 9° 6' 0" 6' 2" 6'10' - 6' 8" _ 6' 10° 7' 1" 79" 8' 1" • 8' 10" 7'5" _6'3"e ,_5'2"e 9' 0" 8' 2° 6' 10' 9' 4 - 8' 5" 7' 3" 9' 7" 8' 9" 7 7" 10' 6 9' 6' 8' 4' 9' 6" 8' 7" 7' 6" -- - — 9' 9 8' 10" _ T 9° 10' 1 ° 9' 2" 8' 0" 10' 11. 9' 11" 8' 8" 10' 7" _ _ 9' 7" 8' 5" 11' 6" 10'5" 9' 2" 350S125-18 33 350S125-2733 3509125-30 33 3505125-33_,33_ 350S125-43 33 3505137-2733_ 350S137-30 33 350S137r33 _ 33 350S137-43 33 350S162-33331- 350S162-43 33 9' 2" 8' 6" 7' 6" _.10'J _ 9'9"� 8'9" , 10' 11° 191" 9' 0" - 11'4 10'5" 12' 7" 11' 7° 10' 4" _11'11",---11' 0" 9'11" 12' 4" 11' 5" 10' 3° 12' 9° 11'.10° 10' 7" 14' 2° 13' 0° 11' 7" 14' 6" 13' 5° 12' 1° 16' 0" 14' 9" 13' 2" 12' 6" 14'11" 15" ' 5 16'0" 17' 7" 17'0" 17' 7" 18' 2" 19 10" 20' 3' 22' 1" 11' 5" 9 11" 13' 9" 12'3" ' 9" 14 2' 12' .-- 14'9' _ 13' 2" 16' 3" _14' 6" 159' 14'1" 16' 3" 14' 7° 16' 9' _ ,15'1" 18' 4' 16' 5' 18' 5' 16' 1" 20' 0° 17' 6' 8' 3' 7' 6" 6' 8' 9' 5' 8.9" 7'97 " " 8.1" 9' 9 9' 0 -._- -__ 10' 1° 9' 4° 8' 4° 11' 2" 10' 4" 9' 2" 10'8" 9'11° 8'11 11' 0" 10' 3" 9' 2" 11' 5' 10' 7" ' , 9' 6' 12' 7° 11' 7" 10' 4" 13' 0" 12' 1 ° 10' 10" 14' 3° 13' 2° 11 9' 11' 0" 9 11° 8' 5"e 13' 4" 17S 10' T 13' 9" 12' 9" 11' 2° 14' 3" 13' 2" 11' 9" 15' 8" 14' 6" 12' 11" 15'3' 14'1" 12'4° 15' 9"_ 14' 7" 12' 10" _ 16' 3" 15' 1° 13' 4" 17' 9" 16' 5" 14' 7" 1T 9" 16'1' 14' 1" 19' 3" 17' 6" 15' 3" 6' 6°. 5' 11"e 7'7% T1° 7' 11" 7' 3" T 8'2", 7" 9' 0" 8' 3" 8'8',, 8'1" 9' 0" 8' 4" 9' 3", - 8' 7" 10' 2" 9 4" 10' 7° 9' 10' 11' 6" 10' 8" 5' 3"e 6'4° . 6' 6" 6' 9" 7' 5" 73' 7' 6" _ 7' 8" — 8' 5" 8' 10' 9 7" 8' 2"e 7'2'e 6' 0"e_ 194° 9' 3"' T9" 10' 11" 9' 9' 8' 3° . 11`5' 10' 4".. 8 10" 12' 7" 11' 6° 10' 1" 11'11' 10'7" 8'11'e 12' 6° 11' 3" 9' 6" 13' 0" - _11' 9" 10' 0° 14' 2" 12' 11° 11' 3" 13' 8° 12' S'" 10' 10" 14' 11" 13' 6' 11' 10" 3625125-18 33 , 3625125-27 33 3625125230 .;_-S3 362S125-33 33 3625125.43 33 _ - 362S137-27 33 3.62$137-30 _ 33 362S137-33 33 3625137-43 33 362S162-33 33 362S162-43 .33 9 3° 8 7" --_ 7'7°, 10' 8° 9' 10" 8' 10° 11' 0" 10' 2" 9 1' 11' 5" 10' 7" 9' 5" 12' 8" 11' 10' 5° 8" 12' 0" 11' 2" 10' 0" 12' 5" 11' 6°_ 10' 4" 12' 11' 11' 11" 10' 8" 14' 3° 13' 2" , 11; 8" 14' 8° 13' 7" 12' 2° 16'2' 14'11" 13'4"- 12'8° 15 0" 15 6' 16' 2" 17' 9" 17' 2° _ 1T 8" 18' 4° 20' 0" 20' 10' 22'8° 11'7" 10'0' . 13' 11" 12' 4' . 14'4' 17,10"- 14' 10" 13' 3" 16' 5' 14' 8v ' 15 11" - 14' 3" 16' S' 14' 8" 16' 11" 15 2" 18' 6' 16' 7' 18' 11° 16' 6" 20'7" 18'0'. 8'4" 77"__- 9' 6" 8' 10" 9 10" _ 9' 1' 10' 3" 9' 5" 11' 3" _10' 5" 10' 10" 10' 0" 6' 9" 7' 10" 8'T 8' 5" 9' 3" 9 0" 9' 3" 9' 7" 10' 5 10' 11° 11'11" 11'1" 10'0" 8'6"e 13' 5° 12' 4° 10' 9° 13' 11" 12'10" 11'4" 14'_ 5° 13' 3" 11' 10" 15' 10 14' 8' 13' 0" 15' 5" 14' 3' 12' 6" 15' 10" 14' 8" 13' 0" 16' 5" 15' 2° 13' 6" „17' 11'_ _16' 7" 14' 9" 18' 2" 16' 6° 14' 5° 19'10' -18'0" 15'9' -!,8 8'41 f0'O0 f0 CO CO V CO Co - en e.5 -' -'w o CO . t . , w - CD CO codCO V V V°? ��crsoo'.c �,.a �o tp. eo:OD V'V;V -4,0? cr2 W;en OD. T 4; 02.8 8'3"e 7'4'e_ 6'1"e . 10' 5" 9' 4" 7' 11" 11' 0" 9' 11' 8' 5" 11' 7" 10' 6" 9' 0" 12' 9° 11' 8" 19 2' ' 12' 1" 10' 9" 9' 1"e ' ' 12' 8' 11' 5" 9' 8' ,. 13' 2" 11' 11" 10' 2" 14' 5° 13' 2"- 11' 5" 14' 1" 12' 9° 11' 2" 15'4' - 13'11" 12'2" 11' 2 11' 6 12' 8 13' 2" 14'5" _ • . __ 10 8" "' 12' 2" -13'4' 4006125_18 33 400S125-27 33 400S125-30 33 400S125-33 33 4005125-43 33 33 400S137-27 __12' 400S137-30 33 4009137-3333, 400S137-43 33 400S162.33 _33 400S162-43 33 9' 6"e 8' 9"e T 10°e _10'11 10' 1" - 9' 1" 11' 4" 10' 5" 9 4" -11'F 10' 10" 9'8" . 13' 0' 12' 0' 10' 8" 4' 11' S" 10' 3' _ _ 12' 9" 11' 10" 10' 7° 13'3' _ 12'3"_ 10'11'_ 14' 7° 13' 6" 12' 0" ' 15T 13'11°' 12' 6" 16'7" 15'3" 13'8" 13' 0"e 15' 5" 16' 0" 16'7" 18' 3" 17; 7" 18' 2" _ 18`9" 20' 7" 21'5' 23'4" 11' 11"e 10' 5"e 14' 3_ 12'9' 14' 9° 13' 2' 15'3"- 13' 8 8 ° 16' 10" 15' 0" 16' 4' 14'8" . 16' 10" _ 15' 1" 174"- 15'7° 19' 0" 17' 0" 19'10' 17' 9" 21'7" 19'4° 8' 6'e • 7' 10'e 6.11"e 9'9"9'ta 8'1" 10' 1" 9' 4° 8' 4' . 6"...„-_-_,9 8 �� 8'B" 11' 7" 10' 8" 9' 6" 11 1 ° .2 _ -10' 3 _ _ 9' 2" 11'5 10' 7" 9' 6' ,11'10' 10'11° 9'10 13' 0' 12' 0 10' 9" 13'6° -, 12'8' 11'2 14'9" 13'8" 12'2° 11' 6"e10'5"e 8' 11"e 13'10°_ 12'9° 11'2" 14' 3" 13' 2° 11' 9" _14'9" 13'8"172° 16' 3"15' 0" 13' 5" _ • 15' 10" _ 14' 8' "113 3' 0°" 16' 4" 15' 1" 13' 5" 16'10' 15'7"_. 13'11' 18' 4" 17' 0" 15' 2" '" 19'3" T 1 9'- --15' 20'11° 19'4° 16'11" 6' 9"e.-. 6' 2"e T11,; T4' 8' 2' 7' 7" 8'6;i 710" 9' 4" 8' 7° 9' 0 -. - 8' 4" '„ 9' 3" 8'7° 9'7°,, 811" 10' 6" 9' 8" ` ' 10'11, 10 291" 11'11" 11'0" 5' 6°e 6'7° 6' 9" 70" 7' 8' 7 6" 7' 9" _,-8'0° 8' 8° 9'11" 8' 7°e 7' 8'e 6' 5"e 10'10" - 9'9` 8' 3' . 11' 5" 10' 4" 8' 9" .11'11 10'11. 9'4' 13' 1" 12' 0" _ 10' 7" 12' 7 11' 3'_ 9" 8'e 13' 1 11' 10" 10' 1" 13'7" _ 12'4"_ 10'8" - 14' 10" 13' 7" 11' 10" 15'2' 13'9 11'9` - 16'6° 15'0" 13'1" 600S125-27. _33 - 600S125-30 33 600S125-33_ 33 600S125-43 33 600S137-27 . 13 , 600S137-30 33 600S137 -SS .33 6005137-43 33 600S162-33 . 33 600S162-43 33 12' 5"e 11'6"e 10' 4"e 12' 9" 11' 10" 10' 8" 2'3" 13'2" 1_ 11 0" 14' 6" 13' 4" 11' 11" 14' 0'e 13' 0"e _ 11' 9'e 14' 5" 13' 4° 12'0" 14' 11" 13' 9" _ 12' 5° 16' 3" 15' 0° 13' 5" 16' 11" 15'8" 14'1" 18' 5" 17' 0" 15 3" 17' 11"e 18' 5° 18'11° 20' 6" 20.7e 20' 10° 21' 5" 23'1' - 24' 5" 26' 4" 16' 6"e _ 14' 9"e_ 17' 1" 15' 3" 17'7' 1510"-..1110` 19 0" 17' 0" 18' 8"e 16Te e 19 3" 17' 3" 19'10" 17 10" - 21' 5° 19' 3" - _ 228' 20' 5" 24' 4" 21' 11" 11' 2'e -10' 4"e .- 9' 4"e . 11' 6" 10' 8"_ 9' 7" 11'0" 9 10 12' 11" 11'11" 10' 8" 12 7 e -11' 9"e 10' 6"e 13' 0" 12' 0" 10' 10" 13 4 12'S° 11'2 _ __19'3' 14' 6" 13' 5" 12' 0' 15 2" 14' 1' 12" 8' , 16' 6" 15 3' 13' 8" 16' 0"e :. _14' 9"e 13' 2"e 16' 7" 15' 3" 13' 8" 17'0"15'10" 14'2' 18' 4' 17' 0" 15 3" 18'1 "e 16'9"e- 15' 0'e 18' 8" 17 3" 15 6" 1 ' 1T 10 _ 16'0" 20' 9° 19' 3"" 17' 4" . 27 0" 20' 5" 18' 5" 23' 8" 21' 11" 19 9" 9' 2"e _ 8' 6'e 9' 5" 8' 9" ' 9'8°„ 8'11" 10' 5" 9 8° 10' 4"e 9` 7°e 10' 7" 9 10" 10'11; 10'2" 11' 9" 10' 11" 12' 5" 11' 7" 13' 5° 12' 5" 7' 7"e 7' 10" 8' 1° 8' 8° Fre 8' 10" 9'2" 9' 10" 10' 5" 11' 2" 12' 11'e 11' 10'e 10'4"e 13' 4" 12' 4" 10' 11"e 13'10 179" 11'5" 15 0" 13' 11" 12 6" 14' 8 e _-13' 7°e 11'10"e 15 2" 14' 0" 12' 5"e 15'8-- 14'6" 12'11"e 16' 11° 15 9" 14' 2" 41' ' 16' 8" _ 14' 9"e 19 4" 17' 11" 16' 0° *Loads that exceed 10 psf limit require an approved CP60 coating. "e" web stiffeners required at ends. See Tab/e Notes and figures on page 54. BY- D.ED Copyright © 2013 by SSMA www.SSMA.com 455 DATE:07/08/17 PROJECT:LUSH-Southcenter #17115 LOCATION:Seattle, WA PG:#8 --r SSEOMANA ►o SSI DALLAS 11 %' ESSPORREAND N0 Seismic Loads W P := 6 psf•8 11.8 ft Fp:=.268•Wp F p = 102.9 Ib Seismic Loads On Compression Post and Tension Wires kip :=1000•Ib Ibf :=Ib ksi := kip in2 psf := lb 112 P r := F p P r = 102.9 lb < P a :=1663 Ib (See Next Page) Therefore OK T r :=1? p.1.41 T r = 145.1 lb < P a :=212 Ib (See References) Therefore OK BY:DED - i- _. - -- - { _ 1 l 11 rg j(tp�• - 1) i 1 f 3 00\ 7'i � ,� =5* P r := F p P r = 102.9 lb < P a :=1663 Ib (See Next Page) Therefore OK T r :=1? p.1.41 T r = 145.1 lb < P a :=212 Ib (See References) Therefore OK BY:DED DATE:07/08/17 SSEOMAB SSI DALLAS ESEIE ER V ESSPOPELA1ff I: \' PROJECT:LUSH-Southcenter #17115 LOCATION:Seattle, WA PG:#9 E :=29000•ksi F :=36•ksi 1.25" Diameter Compression Post k :=1.0 L := 84•in d o := 1.510 in d := 1.380 in r— 1 I_n (d o—di4) A_n (d 02—di2/ A 64 4 I := o4—dial I = 0.0772oin4 2 A• do – :_ 64 4 52 e,:= 1.67 A = 0.2951 0in2 r :_r = 0.511 °in k—•L = 164.255 4.71 E = 133.681 A r Fy _ n2.29.106 lb F cr .887•F e F e= ik•L\ 2 int F e= 106090 — m r� F cr :_ .887 F c F cr = 94100 lb 2 P :=A•F cr P = 2777°Ib P P a':= ° P a = 1663°1b c kip :=1000•1b Ibf := lb ksi :=— kp int BY:DED DATE:07/08/ 17 USG'" Drywall Suspension System - Flat Ceilings PROJECT:LUSH-Southcenter #17115 LOCATION:Seattle, WA PG:#10 ASTM Class Length Height Nem No. Class System meets or exceeds load compliance specifications per ASTM C635 Cross DGL Tees — 14i — — 2' 4' 1-1/2" 1-1/2" System Components %� Straight Main Tees 061. 1i/z' Heavy Duty 12' 1-1/2" DGL26 L_75/16--I� 15/8' nom. j I-1 /2.—J Wall- DGW to -Wall System Straight Tee** I^ 1 le ---I nom. J Heavy Duty 6' to 14' 1.617" wraf9zo DGLW26E(G90)6 DGLW26S8 ICC -ES Evaluated Installation Rated Lead'' Recycled Content IBC Hange Spacing— bs./LF 24" 36" 48" 0 IBC U240' 51360' U240' U360' U240' 1/360' 0 Class A up to 54% 0 up to 54% 0 up to 54% 0 A -F A -F A -F 129 129 131 86 86 86 57 38 24 57 62 38 41 24 30 16 16 20 Span L/360Ibs./LF Span Value 0 up to 46% A -F 0 up to 45% A -F 24" 48" 13 0 upto45% A -F 26" 1-1/2" 4' 1-1/2" DGLW26246 DGLW4248 DGLW424E (690)6 0 0 up to 45% up to 45% A -F A -F 50" 1-1/2" DGLW506 0 up to 45% 24" 73.2 26" 57 48" 12.1 50" 11 DGW 72" 1-1/2" DGW6246 Class A up to 45% 72" 4.45 Moldings 12' 12' DGWM246 up to 65% 0 A -F DGCM276 up to 65% 0 A -F Accessories DGSC180 Splice Up* DGTC90 Transition Clip DGC4, DGC6, DGC8 COMP6SSO" Drywall Clip DGWC Wall Attachment Clip DGSP180 Splice Plate art ' See AC3152 for alternative splice details " See AC3230 for elmanded wall-to-wall data 4: High Recycled Content Classified as containing greater than 50% total recycled content. Total recycled content is based on product composition of post -consumer and pre -consumer (post-industrial) recycled content per FTC guidelines. ® FIPEco0E0 Physical Data/ Footnotes Product literature System brochure:AC3152 Data sheet:AC3117 Data sheet wall-to-wadAC3230 Samples: 257202 Finishes Hot -dipped and galanked. Material G40 double -web lee, hot -dipped galvanized steel. Recycled c0ment For details, see the LEE) report tool a1 usgdesigndudlo.eml. Installation Instalialico Must be Installed 11 compliance wit OSTM C636,ASIM 680, CISCA and standard musty practices. apacable remethods . Allemattre assembles andytiallabon lg600s may be tatted Men approved by theAmh,g a laving daededm.USGns10mommendsdmcking filth the Aubartly Raving 3ais0Slpn prior to designing and Relating a suspended ceiling system. Limitations For edelbr applications, the suspension system should be revkwed by a structural engineer. Neese reler to SC2561 fa more !Monahan about Maks clangapplicatimt, Code compliance Tea Information presented Is correct to the best of our Load edge a the dale of issuance. Because codes c nt0Ue to evMe.deck with a local dada' prof to designing and InstaShg a ceiling system. Other restrictions and exemptions may apply. Notes 1. Load data shawl based on U240 deileclon Smits per ASTM 0645. 2. Products tested and m wnmlla ce a4thASTM 0635 U360 dellectlonlimlis. 3. For detailing and module loafing, reques1 AC3152 a visit usgdeslgnwbA5.aan. 4.061.W26 main tees and1116102624 and )GLW50 cross tees feature special punt dn9 and cross -tee lengths to accomodate Type F fixtures. 5.6909aMdriatgn la severe axbpnmental conciliate 6. DGW and OGLW members conform to pedamance standard ASTM C645. 7. Installation per ASTM C636. B ICC e✓aku6on report ESR -1222. 9.CADepartment of State Architect—see FSR -1222 per IR -AS and PA 118. 10. City of LA—RE 25764. Notice We shall net be liable la incidental and =sequential damages, arect5a Sdrectysustained, nor for any loss causal by application of gene goods not In accordanceagent Anted Stirlen sa brother than the Mended use. Our Italy h expressly Smiled to replacement oldefechasscab. Any daim shall be deemed waived mess made it writi gto us Mat thhty (30) days from date S was or reasmabty should lave been diswvered. usc Manufactured by USG Interiors, LLC The following are trademarks of USG Interiors, LLC Safety First! Follow good safety/industrial hygiene practices AC3117/rev. 11-12 550 West Adams Street or a related company: CowpAsso, FWEWOE, Srgrnoor, during Installation. Wear appropriate personal protective equipment. ® 2012 USG Interiors, LI$Y:DED Chicago, IL 60661 USG. Read MSDS and literature before specification and installation. Printed in U.S.A. 11111110, swalsiis uoisuadsns 169 Cross DGL Tees — 14i — — 2' 4' 1-1/2" 1-1/2" D6L224 DGL424 Span L/360Ibs./LF Span Value 0 up to 46% A -F 0 up to 45% A -F 24" 48" 13 0 upto45% A -F 26" 1-1/2" 4' 1-1/2" DGLW26246 DGLW4248 DGLW424E (690)6 0 0 up to 45% up to 45% A -F A -F 50" 1-1/2" DGLW506 0 up to 45% 24" 73.2 26" 57 48" 12.1 50" 11 DGW 72" 1-1/2" DGW6246 Class A up to 45% 72" 4.45 Moldings 12' 12' DGWM246 up to 65% 0 A -F DGCM276 up to 65% 0 A -F Accessories DGSC180 Splice Up* DGTC90 Transition Clip DGC4, DGC6, DGC8 COMP6SSO" Drywall Clip DGWC Wall Attachment Clip DGSP180 Splice Plate art ' See AC3152 for alternative splice details " See AC3230 for elmanded wall-to-wall data 4: High Recycled Content Classified as containing greater than 50% total recycled content. Total recycled content is based on product composition of post -consumer and pre -consumer (post-industrial) recycled content per FTC guidelines. ® FIPEco0E0 Physical Data/ Footnotes Product literature System brochure:AC3152 Data sheet:AC3117 Data sheet wall-to-wadAC3230 Samples: 257202 Finishes Hot -dipped and galanked. Material G40 double -web lee, hot -dipped galvanized steel. Recycled c0ment For details, see the LEE) report tool a1 usgdesigndudlo.eml. Installation Instalialico Must be Installed 11 compliance wit OSTM C636,ASIM 680, CISCA and standard musty practices. apacable remethods . Allemattre assembles andytiallabon lg600s may be tatted Men approved by theAmh,g a laving daededm.USGns10mommendsdmcking filth the Aubartly Raving 3ais0Slpn prior to designing and Relating a suspended ceiling system. Limitations For edelbr applications, the suspension system should be revkwed by a structural engineer. Neese reler to SC2561 fa more !Monahan about Maks clangapplicatimt, Code compliance Tea Information presented Is correct to the best of our Load edge a the dale of issuance. Because codes c nt0Ue to evMe.deck with a local dada' prof to designing and InstaShg a ceiling system. Other restrictions and exemptions may apply. Notes 1. Load data shawl based on U240 deileclon Smits per ASTM 0645. 2. Products tested and m wnmlla ce a4thASTM 0635 U360 dellectlonlimlis. 3. For detailing and module loafing, reques1 AC3152 a visit usgdeslgnwbA5.aan. 4.061.W26 main tees and1116102624 and )GLW50 cross tees feature special punt dn9 and cross -tee lengths to accomodate Type F fixtures. 5.6909aMdriatgn la severe axbpnmental conciliate 6. DGW and OGLW members conform to pedamance standard ASTM C645. 7. Installation per ASTM C636. B ICC e✓aku6on report ESR -1222. 9.CADepartment of State Architect—see FSR -1222 per IR -AS and PA 118. 10. City of LA—RE 25764. Notice We shall net be liable la incidental and =sequential damages, arect5a Sdrectysustained, nor for any loss causal by application of gene goods not In accordanceagent Anted Stirlen sa brother than the Mended use. Our Italy h expressly Smiled to replacement oldefechasscab. Any daim shall be deemed waived mess made it writi gto us Mat thhty (30) days from date S was or reasmabty should lave been diswvered. usc Manufactured by USG Interiors, LLC The following are trademarks of USG Interiors, LLC Safety First! Follow good safety/industrial hygiene practices AC3117/rev. 11-12 550 West Adams Street or a related company: CowpAsso, FWEWOE, Srgrnoor, during Installation. Wear appropriate personal protective equipment. ® 2012 USG Interiors, LI$Y:DED Chicago, IL 60661 USG. Read MSDS and literature before specification and installation. Printed in U.S.A. 11111110, swalsiis uoisuadsns 169 DATE:07/08/17 PROJECT:LUSH-Southcenter #171 15 LOCATION:Seattle, WA PG:#1 1 California Department of General Services • Division of the State Architect • Interpretation of Regulations Document MAXIMUM ALLOWABLE LOAD FOR 10 GAGE AND 12 GAGE WIRES IR 25-1 References: Revised 09-23-10 California Code or Regulations (CCR) Title 24 Revised 04-21-05 Part 2, California Building Code (CBC) Issued 09-01-99 as IR M-2 2001 CBC, Section 2501A.5 2007 CBC, Sections 803.9.1 and 1614A.1.2 2010 CBC, Sections 803.9.1 and 1615A.1.2, 1610.1.2* Discipline: Structural This Interpretation of Regulations (IR) is intended for use by the Division of the State Architect (DSA) staff, and as a resource for design professionals, to promote more uniform statewide criteria for plan review and construction inspection of projects within the jurisdiction of DSA which includes State of California public elementary and secondary schools (grade K-12, community colleges and state-owned or state -leased essential services buildings. This IR indicates an acceptable method for achieving compliance with applicable codes and regulations, although other methods proposed by design professionals may be considered by DSA. This IR is reviewed on a regular basis and is subject to revision at any time. Please check the DSA web site for currently effective IRs. Only IRs listed in the document at http://www.dcts.ca.cov/dsa/Resources/IRManual.aspx at the time of plan submittal to DSA are considered applicable. * Indicates alternative 2010 CBC sections that may be used by community colleges, per 2010 CBC Section 1.9.2.2. Purpose: The purpose of this IR is to clarify the allowable loads for mild steel wire. 1. Description. "Galvanized soft annealed mild steel wire," as defined in ASTM A641 (Class 1 Coating) is the wire referred to in this IR. 2. Basis of Design Strength. Based on tests which the Division of the State Architect (DSA) has received to -date for this type of wire, an ultimate stress of 60,000 psi will be used for #10 gage and #12 gage wire. 3. Design Value. Basic stress will be the ultimate stress divided by 2.5, or 24,000 psi. Testing is not required when these values are used. 4. Diameter of Wire. #10 wire is 0.135 inches in diameter and a #12 wire is 0.106 inches in diameter as shown by the U.S. Steel Wire Gage. 5. Allowable Load. Wire Size #10 wire #12 wire Basic Load 343 lbs. 209 lbs. 6. Fabrication. When using twists on wire to develop the maximum allowable load, use a minimum of 4 twists within 11/2". Three twists may be used to develop not more than one half the above values. 7. Limitations. 7.1 These values are for tension only. Tearing of thin metal by wire must be considered. If the specification requires a special wire, a higher allowable base load may be used, subject to DSA approval. DSA IR 25-1 (rev 09-23-10) Maximum Allowable Load for 10 Gage and 12 Gage Wires Page 1 of 1 BY:DED DATE:07/08/17 PROJECT:LUSH-Southcenter #17115 LOCATION:Seattle, WA PG:#12 Results for LC 2, Dead + Live BY:DED DATE:07/08/17 PROJECT:LUSH-Southcenter #17115 LOCATION:Seattle, WA PG:#13 Results for LC 2, Dead + Live BY:DED DATE:07/08/17 PROJECT:LUSH-Southcenter #17115 LOCATION:Seattle, WA PG:#14 Z Y X N N d' Member Code Checks Displayed Results for LC 2, Dead .+ Live Code Check No Calc > 1.0 .90-1.0 .75-.90 .50-.75 0.-.50 n 1 BY:DED DATE:07/08/17 PROJECT:LUSH-Southcenter #17115 LOCATION:Seattle, WA Hot Rolled Steel Properties PG:#15 Label Ek G fksi N Ther 1 A36 Gr.36 29000 11154 .3 .65 490 36000 1.5 58000 1.2 2 A572 Gr.50 29000 11154 .3 .65 490 50000 1.1 65000 1.1 3 A992 29000 11154 .3 .65 490 50000 1.1 65000 1.1 4 A500 Gr.42 29000 11154 .3 .65 490 42000 1.4 58000 1.3 5 A500 Gr.46 29000 11154 .3 .65 490 46000 1.4 58000 1.3 Joint Boundary Conditions Joint Label X kfin Y fk/in Z fk/in 1 N1 Reaction Reaction Reaction .222 0 0 0 2 N2 Reaction. Reaction. Reaction .194 0 0 0 3 N3 Reaction Reaction Reaction .214 0 0 0 4 N4 Reaction Reaction Reaction .045 0 0 0 5 N5 Reaction Reaction Reaction .334 0 0 0 6 N6 Reaction Reaction Reaction .25 0 0 0 Member Area Loads (BLC 2 : Live) 1 Joint A Joint B Joint C Joint D Direction Distribution Magnitude[psf] N1 N16 N18 N5 Z A -B -5 Basic Load Cases BLC Description Category X Gra... Y Gra... Z Gray... Joint Point Distributed Area(Member Surface(Plate/W... 1 Dead None -1 2 2 Live None 1 3 BLC 2 Transient .. None 15 Load Combinations Description Solve PDetta SRSS BLC Fac . BLC Fac.. BLC Fac...BLC Fac...BLC Fac...BLC Fac. BLC Fac...BLC Fact... 1 Dead Yes Y 1 1 2 Dead + Live Yes. Y 1 2 1 Joint Reactions Z fkl 1 2 N1 .009 -1.093 .222 0 0 0 2 2 N2 -.022 1.335 .194 0 0 0 3 2 N3 -.029 1.199 .214 0 0 0 4 2 N4 -.024 .418 .045 0 0 0 5 2 N5 .027 -1.39 .334 0 0 0 6 2 N6 .039 2.286 .25 0 0 0 7 2 Totals: 0 2.756 1.259 7 8 2 COG (ft): X: -9.127 Y: 9.283 Z: -.682 -.063 8 Member Section Forces LC M 1 2 M1 1 -1.093 -.01 .217 0 0 0 2 2 -1.112 -.01 .193 0 .525 .025 3 3 -.207 .01 .203 .031 -.418 -.024 4 4 -.226 .01 .169 .031 .062 -.049 5 5 -.246 .01 .111 .031 .427 -.074 6 2 M2 1 1.335 .025 .2 { 0 0 0 7 2 1.315 .025 .2 0 .513 -.063 8 3 .341 .004 .166 .025 -.386 -.051 9 4 .321 .004 .166 .025 .038 -.06 RISA -3D Version 11.0.2 [Z:\...\...\$ Engineering\LUSH - South Center.r3d1 Page 1 BY:DED DATE:07/08/17 PROJECT:LUSH-South center #17115 LOCATION:Seattle, WA Member Section Forces (Continued) PG:# 16 LC Member Label Sec AxialJkl v Shea rLK) z Shear Tor ouelk-ftl v -v Mo... z -z Mo... 10 5 .302 .004 .166 .025 .462 -.07 11 2 M3 1 1.199 .031 .222 0 0 0 12 2 1.179 .031 .115 0 .433 -.081 13 3 1.16 .029 -.001 0 .59 -.161 14 4 1.14 .029 -.152 0 .41 -.236 15 5 1.121 .029 -.414 0 -.286 -.311 16 2 M4 1 .418 .025 .047 0 0 0 17 2 .399 .025 .047 0 .121 -.065 18 3 .379 .025 .046 0 .242 -.129 19 4 .36 .025 .046 0 .36 -.192 20 5 .34 .025 .046 0 .477 -.255 21 2 M5 1 -1.39 -.027 .325 0 0 0 22 2 -1.409 -.027 .242 0 .726 .07 23 3 .249 -.044 .267 -.02 -.439 .157 24 4 .229 -.044 .149 -.02 .107 .27 25 5 .21 -.044 -.054 -.02 .252 .383 26 2 M6 1 2.286 -.039 .264 0 0 0 27 2 2.266 -.039 .264 0 .678 .101 28 3 .55 -.021 .15 -.015 -.342 .185 29 4 .53 -.021 .15 -.015 .042 .238 30. 5 .51 -.021 .15 -.015 .427 .291 31 2 M7 1 -.111 -.246 -.01 .074 .031 -.427 32 2 .165 -.279 .003 -.07 -.031 -.192 33 3 .165 -.287 .003 -.07 -.029 .02 34 4 .165 -.294 .003 -.07 -.027 .238 35 5 .165 -.302 .003 -.07 -.025 .462 36 2 M8 1 .416 1.121 -.03 .311 0 .286 37 2 .045 -.318 .024 -.255 -.055 -.263 38 3 .045 -.325 .024 -.255 -.036 -.022 39 4 .045 -.333 .024 -.255 -.018 .225 40 5 .045 -.34 .024 -.255 0 .477 41 2 M9 1 .055 .21 .045 -.383 -.02 -.252 42 2 .149 -.495 -.022 -.383 .047 -.355 43 3 .149 -.5 -.022 .291 .037 -.079 44 4 .149 -.505 -.022 .291 .026 .173 45 5 .149 -.51 -.022 .291 .015 .427 46 2 M10 1 .066 .094 -.7 -.028 .674 .045 47 2 .066 .094 -.303 -.028 -1.082 -.286 48 3 .066 .094 .095 -.028 -1.446 -.617 49 4 .066 .094 .492 -.028 -.42 -.947 50 5 .066 .094 .889 -.028 1.997 -1.278 51 2 M11 1 .013 -.276 -.541 .042 1.432 -1.324 52 2 .013 -.276 -.4 .042 .844 -.979 53 3 .013 -.276 -.258 .042 .433 -.633 54 4 .013 -.276 -.116 .042 .2 -.288 55 5 .013 -.276 .026 .042 .144 .057 56 2 M12 1 .029 -.925 .018 -.072 -.031 -1.411 57 2 .029 -.932 .018 -.072 -.017 -.715 58 3 .029 -.94 .018 -.072 -.003 -.012 59 4 .029 -.947 .018 -.072 .011 .695 60 5 .029 -.955 .018 -.072 .025 1.409 61 2 M14 1 .101 -1.677 -.017 .015 .02 -1.691 62 2 .101 -1.682 -.017 .015 .011 -.851 63 3 .101 -1.687 -.017 .015 .002 -.009 64 4 .101 -1.692 -.017 .015 -.006 .836 65 5 .101 -1.697 -.017 .015 -.015 1.683 RISA -3D Version 11.0.2 [Z:\...\...\$ Engineering\LUSH - South Center.r3d] Page 2 BY:DED DATE:07/08/17 PROJECT:LUSH-Southcenter #17115 LOCA Commercial Electric Water Heater ASME Energy Saver Models Meet or exceed ASHRAE 90.1b (current standard) C.E.C. Listed #17 Model Number Capacity U.S. Imp. Gal. Gal. Max. kW Input A Height in. B Jacket Dia. in. C Height to T&P Conn. in. 0 Floor to Hot Water Outlet in. E Floor to Cold Water Inlet in. F Floor to Top of Control Box in. Water Conn. in. Approx. Shipping Weight lbs. 6A -kW -3 6 5 3 171/4 16 181/is 181/4 61/4 17 3/4 83 12A -kW -3 12 10 9 28 • 16 2815/16 29 61/4 28 3/4 118 ' 20A -kW -3 20 17 18 271/2 20 28 281/2 61/4 27 3/4 145 30A -kW -3 30 25 36 38 20 401/4 39 61/4 38 3/4 180 WA IAV 0 10 00 00 10 A CO 00 A 107. 81. 88 /. EEO 50A -kW -3 50 42 81 473/4 24 503/8 491/4 6 461/2 11/2 270 :� .•„- 21 3 .r 4 3 8 4 18 2 2 3 120A -kW -3 119 100 81 641/2 301/4 665/1s 66 6 501/4 11/2 430 Model Number Capacity Liters Max. kW Input A Height mm. B Jacket Dia. mm. C Height to T&P Conn. mm. 0 Floor to Hot Water Outlet mm. E Floor to Cold Water Inlet mm. F Floor 10 Top of Control Box mm. Water Conn. mm. Approx. Shipping Weight kg. '6A -kW -3 23 3 438 406 459 464 159 432 19 38 12A -kW -3 45 9 711 406 735 737 159 711 19 54 20A -kW -3 76 18 699 508 711 724 159 686 19 66 30A -kW -3 114 36 965 508 1022 991 159 965 19 82 140A -kW -3 152 36 1226 508 1283 1251 159 965 19 100 50A -kW -3 190 81 1213 610 1280 1251 152 1181 38 123 ,80A -kW -3 303 81 1530 661 1570 1569 152 1181 38 152 120A -kW -3 451 81 1638 766 1681 1676 152 1276 38 195 Voltage and phase must be specified when ordering. Example: 80A-18-3, 240 Volt, 3 phase. Number of Elements (Fused Models)* In ut PPhase keV 208V 240V Phase 277V Phase 380V Phase 415V Phase 480V Phase 600V Phase 1 3 1 3 1 3 3 1 3 3 j 3 1 1 1 1 1 1 1 1 1 1 6 3 3 3 3 3 3 3 3 3 3 i 9 3 3 3 3 3 3 3 3 3 3 !. 12 3 3 3 3 3 3 3 3 3 3 13.5 3 3 3 3 3 3 3 3 3 3 15 3 3 3 3 3 3 3 3 3 3 18 3 3 3 3 3 3 3 3 3 3 24 4 6 4 6 4 6 4 4 6 6 27 6 6 6 6 6 6 6 6 6 6 30 6 6 6 6 6 6 6 6 6 6 i 36 6 6 6 6 6 6 6 6 6 6 1 45 9 9 9 9 9 9 9 9 9 9 I 54 9 9 9 9 9 9 9 9 9 9; 81 9 9 9 9 9 9 9 9 9 9 Full Load Current Amperes (Fused Models)” Ike1Yt Phase Phase P hase Phase Phase Phase Phase Phase 1 3 1 3 1 3 3 3 1 3 3 3 14 14 13 13 11 5 8 N/A. 6 6 2.8 6 29(2) 17 25(2) 14 22(2) 9 9 8 13(2) 7 6 9 43 25 38 22 33 14 13 13 19 11 9 ' 12 58 33 50 29 43(2) 18 17 17 25(2) 14 12 113.5 65 37 56 32 49 21 20 19 ., 28 16 13 15 72 42 63 36 54 23 22 21 31 18 14 18 87 50 75 43 65 27 26 25 38 22 17 24 115 67 100 58 87 36 35 33 50 29 23 27 130 75 113 65 97 41 39 38 56 32 26 30 144 83 125 72 108 46 43 42 63 36 29 36 173 100 150 87 130 55 52 50 75 43 35 1 45 216 125 188 108 163 68 65 63 94 54 43 54 260 150 225 130 195 82 78 75 113 65 52 81 389 225 338 195 292 123 117 113 169 97 78 Units w'th amperage draw of 48 amps or more requ re factory installed internal fusing. 11 the number of elements on non-fused models is different, it is located in parentheses (), following the amp draw. kW Input 40 50 Recovery GPH Temperature Rise °F 60 70 80 90 100 120 140 3 31 25 21 18 16 14 12 10 9' 6 62 50 41 35 31 28 25 21 18 9 93 74 62 53 47 42 37 31 27 12 124 99 83 71 62 55 50 41 35 13.5 140 112 93 80 70 62 56 47 40 15 155 124 103 89 78 69 62 52 44 18 186 149 124 106 93 83 74 62 53 24 248 199 164 142 124 110 99 83 71 27 279 223 186 160 140 124 112 93 80 30 310 248 207 177 155 138 124 103 89 36 372 298 248 213 186 165 149 124 106. 45 465 372 310 266 233 207 186 155 133 54 558 447 372 319 279 248 223 186 160 81 852 671 558 477 418 371 334 278 238 BY:DED DATE:07/08/17 PROJECT:LUSH-Southcenter #17115 LOCATION:Seattle, WA PG:#18 v SSEOMANA SSI DALLAS -Z; Vertical Stud Calcs ESEDENVER ►���� ESSPORILAND N%\l Loads kip := 1000.1b ksi := kip . 2 }n Dead D :=270 1b+ 42 gall, w 8.34 Ib w gal D = 620.28 lb Seismic E=F p F p:=.057•D E :=F E = 35.4 Ib Moment (Dead) M D=P r•L P r :=D M D = 11165.04°Ib•in Moment (Seismic) Pr= 620.28IbLD:=1.5ft MD:=Pr.LD ME=P-1" P:=E P=35.41b L:=10ft ME:=PL 4 4 M E = 1060.679°1b•in Moment Capacities Axial Capacities (See next pages) M n :=7340 Ib•in P n :=1785 Ib Mc:=Mn Pc:=Pn S2 S2 Moment Required Mr:=MD+ME M r= 12225.7°1b•in Axial Required P r = 620.28 Ib M' P + r - 0.503 < 1.O therefore ok 4•M 4•Pc lbf := Ib psf := lb ft2 (4 -Assumes 2 of the 3 BU1 - Built Up Members Loaded. Note: there are 2 studs per BU1 Member) BY:DED , j} 1 C i ( , t . " ! t rook ormitirmalowor 1 1 ` (4 -Assumes 2 of the 3 BU1 - Built Up Members Loaded. Note: there are 2 studs per BU1 Member) BY:DED DATE:07/08/17 PROJECT:LUSH-Southcenter #17115 LOCATION:Seattle, WA PG:#19 Syyw SSEOMANA ►- ESEUENV R ESS PORI ANO #JOS Metal Stud 362S167-43 E :=29000•ksi G:=11200•ksi Fy:=33•ksi A:=0.34•in2 d h :=1.5•in w := 3.625•in t N, :=0.0451.in kip :=1000.1b S2 c :=1.8 r0 := 2.036•in Kx:=1 Lx:=120 in rx:=1.445•in Ky:=1.0 Ly:=12 in ry'=0.611 in Singly Symmetric Sections Axial Capacity - Strength for Yielding and Flexural Buckling (KxLx) x:_ r 2 F := •E e (klr)2 x = 83.045 y :_ (K y L y) ry y = 19.64 k:=[x] F F e = 41.502°ksi ?. '= Y ?. = 0.892 Fe klr := max(k) klr = 83.045 2 Fnl:=.658` •F Fnl=23.7°ksi Fn2:='827Fy Fn2=36.4°ksi F n :=if(k<-1.5,F n1,F n2) F n = 23.7°ksi –102221 h)1] b1:=w–dh b1=2.125°in b2:= b2=1.717°in b := if(? <_.673, b 1, b 2) b = 1.72°in A e := b •t w A e= 0.0770in2 Pa :=Ae•Fe Pa = 3.213okip Pn Pa:=— c P a = 1.785°kip ksi:= kip m. 2 BY:DED SSMA Back to Table of Contents Struct'ura (E 3' cectkn n Prielppr'tkog; Section Design Thickness (ksi) (in) Area (in') Weight (IbiR) Gross Properties Ix Sx Rx (in') (in') (in) ly (in') Ry (in) Ixe (in') Effective Properties Sxe Mal Mad (in') (in.k) (in.k) Vag (Ib) Vanet (Ib) Jx1000 (in') Torsional Properties Cw Xo m Ro (inG) (in) (in) (in) 8 Lu (in) ( 250S137-33 0.0346 33 0.197 0.67 0.203 0.163 1.015 0.052 0.515 0.203 0.158 3.11 3.10 975 399 0.079 0.076 -1.141 0.677 1.612 0.499 35.6 250S137-43 0.0451 33 0.255 0.87 0.261 0.208 1.010 0.067 0.511 0.261 0.205 4.532 4.60 1265 394 0.173 0.096 -1.129 0.670 1.599 0.501 33.6 250S137-54 0.0566 33 0.316 1.07 0.318 0.255 1.004 0.080 0.504 0.318 0.255 5.76 2 5.75 1553 373 0.337 0.115 -1.115 0.663 1.583 0.504 33.4 250S137-54 0.0566 50 0.316 1.07 0.318 0.255 1.004 0.080 0.504 0.318 0.244 8.22 2 8.34 2353 565 0.337 0.115 -1.115 0.663 1.583 0.504 27.1 250S137-68 0.0713 33 0.390 1.33 0.386 0.309 0.994 0.095 0.495 0.386 0.309 7.19 2 7.19 1891 342 0.661 0.138 -1.096 0.653 1.561 0.507 33.1 250S137-68 0.0713 50 0.390 1.33 0.386 0.309 0.994 0.095 0.495 0.386 0.308 10.652 10.67 2866 519 0.661 0.138 -1.096 0.653 1.561 0.507 26.8 250S162-33 0.0346 33 0.223 0.76 0.235 0.188 1.027 0.087 0.624 0.235 0.180 3.55 3.56 975 399 0.089 0.146 -1.470 0.859 1.898 0.401 44.1 250S162-43 0.0451 33 0.289 0.98 0.302 0.242 1.022 0.111 0.620 0.302 0.240 5.222 5.25 1265 394 0.196 0.184 -1.457 0.852 1.885 0.402 42.1 250S162-54 0.0566 33 0.358 1.22 0.370 0.296 1.016 0.135 0.613 0.370 0.296 6.57 2 6.57 1553 373 0.383 0.223 -1.443 0.845 1.868 0.403 41.8 250S162-54 0.0566 50 0.358 1.22 0.370 0.296 1.016 0.135 0.613 0.370 0.284 9.42 2 9.46 2353 565 0.383 0.223 -1.443 0.845 1.868 0.403 33.9 250S162-68 0.0713 33 0.443 1.51 0.450 0.360 1.007 0.162 0.605 0.450 0.360 8.212 8.21 1891 342 0.752 0.268 -1.424 0.835 1.846 0.405 41.7 250S162-68 0.0713 50 0.443 1.51 0.450 0.360 1.007 0.162 0.605 0.450 0.357 12.112 12.21 2866 519 0.752 0.268 -1.424 0.835 1.846 0.405 33.7 350S162-33 0.0346 33 0.258 0.88 0.508 0.290 1.404 0.098 0.617 0.508 0.257 5.08 5.22 1024 487 0.103 0.277 -1.324 0.796 2.026 0.573 42.7 350S162-43 0.0451 _ 33 0.334 1.14 0.654 0.374 1.400 0.125 0.612 0.654 0.357 7.05 7.31 1739 631 0.227 0.350 -1.312 0.789 2.014 0.575 42.6 350S162-54 0.0566 33 0.415 1.41 0.804 0.460 1.392 0.152 0.606 0.804 0.447 8.83 9.08 2253 633 0.443 0.426 -1.298 0.782 1.998 0.578 42.7 350S162-54 0.0566 50 0.415 1.41 0.804 0.460 1.392 0.152 0.606 0.804 0.426 12.74 13.05 3372 947 0.443 0.426 -1.298 0.782 1.998 0.578 34.5 350S162-68 0.0713 33 0.515 1.75 0.985 0.563 1.383 0.184 0.597 0.985 0.551 12.562 12.83 2774 592 0.872 0.514 -1.280 0.772 1.977 0.581 39.7 350S162-68 0.0713 50 0.515 1.75 0.985 0.563 1.383 0.184 0.597 0.985 0.549 16.44 16.84 4202 897 0.872 0.514 -1.280 0.772 1.977 0.581 34.5 350S300-54 0.0566 33 0.585 1.99 1.286 0.735 1.483 0.724 1.113 1.279 0.582 11.51 12.73 2253 633 0.624 2.166 -2.682 1.531 3.261 0.323 74.7 350S300-54 0.0566 50 0.585 1.99 1.286 0.735 1.483 0.724 1.113 1.213 0.508 15.20 16.71 3372 947 0.624 2.166 -2.682 1.531 3.261 0.323 60.4 350S300-68 0.0713 33 0.729 2.48 1.586 0.906 1.475 0.888 1.104 1.586 0.775 15.31 16.98 2774 592 1.235 2.649 -2.663 1.521 3.238 0.324 75.1 350S300-68 0.0713 50 0.729 2.48 1.586 0.906 1.475 0.888 1.104 1.557 0.687 20.56 22.54 4202 897 1.235 2.649 -2.663 1.521 3.238 0.324 60.5 362S137-33 0.0346 33 0.236 0.80 0.479 0.264 1.424 0.059 0.501 0.479 0.232 4.59 4.73 1024 521 0.094 0.165 -1.003 0.615 1.813 0.694 34.7 362S137-43 0.0451 33 0.306 1.04 0.616 0.340 1.419 0.075 0.497 0.616 0.320 6.32 6.65 1739 676 0.207 0.208 -0.991 0.608 1.801 0.697 34.6 362S137-54 0.0566 33 0.379 1.29 0.756 0.417 1.411 0.091 0.490 0.756 0.402 7.94 8.24 2341 705 0.405 0.251 -0.978 0.601 1.785 0.700 34.6 362S137-54 0.0566 50 0.379 1.29 0.756 0.417 1.411 0.091 0.490 0.756 0.381 11.42 11.91 3372 1016 0.405 0.251 -0.978 0.601 1.785 0.700 27.9 362S137-68 0.0713 33 0.470 1.60 0.922 0.509 1.401 0.109 0.480 0.922 0.498 9.84 10.05 2884 662 0.797 0.302 -0.959 0.592 1.764 0.704 34.6 362S137-68 0.0713 50 0.470 1.60 0.922 0.509 1.401 0.109 0.480 0.922 0.493 14.77 15.24 4370 1004 0.797 0.302 -0.959 0.592 1.764 0.704 27.8 362S162-33 0.0346 33 0.262 0.89 0.551 0.304 1.450 0.099 0.616 0.551 1024 521 0.105 0.297 -1.308 0.789 2.048 0.592 42.6 0.26: 43 0.37. ' .62 362S162-43 0.0451 33 0.340 1.16 0.710 0.392 1.445 0.127 0.611 0.710 1739 676 0.230 0.376 -1.297 0.782 2.036 0.594 42.5 362S162-54 0.0566 33 0.422 1.44 0.873 0.481 1.438 0.154 0.604 0.873 2341 705 0.451 0.457 -1.283 0.774 2.020 0.597 42.5 0.46: •.51 362S162-54 0.0566_ 50 0.422 1.44 0.873 0.481 1.438 0.154 0.604 0.873 0.444 13.28 13.59 3372 1016 0.451 0.457 -1.283 0.774 2.020 0.597 34.4 362S162-68 _ 0.0713 33 0.524 1.78 1.069 0.590 1.429 0.186 0.596 1.069 0.579 11.43 11.65 2884 662 0.887 0.552 -1.264 0.765 1.998 0.600 42.7 362S162-68 0.0713 50 0.524 1.78 1.069 0.590 1.429 0.186 0.596 1.069 0.574 17.18 17.65 4370 1004 0.887 0.552 -1.264 0.765 1.998 0.600 34.3 362S200-33 0.0346 33 0.297 1.01 0.648 0.358 1.478 0.177 0.772 0.647 0.294 5.81 6.19 1024 521 0.118 0.577 -1.741 1.030 2.411 0.478 53.6 362S200-43 0.0451 33 0.385 1.31 0.836 0.461 1.474 0.227 0.767 0.836 0.427 8.43 8.70 1739 676 0.261 0.734 -1.729 1.024 2.398 0.480 53.5 362S200-54 0.0566 33 0.479 1.63 1.030 0.568 1.467 0.277 0.761 1.030 0.553 10.93 11.23 2341 705 0.511 0.896 -1.715 1.016 2.382 0.482 53.6 362S200-54 0.0566 50 0.479 1.63 1.030 0.568 1.467 0.277 0.761 1.030 0.490 14.66 15.47 3372 1016 0.511 0.896 -1.715 1.016 2.382 0.482 43.3 362S200-68 0.0713 33 0.595 2.02 1.265 0.698 1.458 0.337 0.753 1.265 0.687 15.292 15.54 2884 662 1.008 1.089 -1.696 1.006 2.360 0.484 50.6 362S200-68 0.0713 50 0.595 2.02 1.265 0.698 1.458 0.337 0.753 1.265 0.666 19.95 20.51 4370 1004 1.008 1.089 -1.696 1.006 2.360 0.484 43.3 362S300-54 0.0566 33 0.592 2.01 1.390 0.767 1.533 0.734 1.114 1.383 0.607 11.99 13.22 2341 705 0.632 2.316 -2.659 1.522 3.265 0.337 74.5 362S300-54 0.0566 50 0.592 2.01 1.390 0.767 1.533 0.734 1.114 1.312 0.529 15.83 17.34 3372 1016 0.632 2.316 -2.659 1.522 3.265 0.337 60.2 3625300768 0.0713 33 0.738 2.51 1.716 0.947 1.525 0.900 1.105 1.716 0.811 16.02 17.65 2884 662 1.250 2.833 -2.640 1.512 3.243 0.337 74.9 362S300-68 0.0713 50 0.738 2.51 1.716 0.947 1.525 0.900 1.105 1.684 0.716 21.44 23.42 4370 1004 1.250 2.833 -2.640 1.512 3.243 0.337 60.4 400S137-33 0.0346 33 0.249 0.85 0.603 0.301 1.556 0.061 0.496 0.603 0.259 5.12 5.29 976 595 0.099 0.204 -0.965 0.597 1.897 0.741 34.5 400S137-43 0.0451 33 0.323 1.10 0.776 0.388 1.551 0.078 0.491 0.776 0.359 7.09 7.47 1739 810 0.219 0.257 -0.954 0.591 1.885 0.744 34.3 400S137-54 0.0566 33 0.401 1.36 0.953 0.477 1.542 0.094 0.484 0.953 0.453 8.96 9.42 2603 944 0.428 0.311 -0.940 0.583 1.870 0.747 34.3 400S137-54 0.0566 50 0.401 1.36 0.953 0.477 1.542 0.094 0.484 0.953 0.428 12.82 13.38 3372 1223 0.428 0.311 -0.940 0.583 1.870 0.747 27.7 400S137-68 0.0713 33 0.497 1.69 1.165 0.582 1.531 0.112 0.475 1.165 0.567 11.21 11.51 3215 895 0.842 0.375 -0.922 0.574 1.849 0.751 34.2 400S137-68 0.0713 50 0.497 1.69 1.165 0.582 1.531 0.112 0.475 1.165 0.558 16.70 17.44 4871 1356 0.842 0.375 -0.922 0.574 1.849 0.751 27.6 400S162-33 0.0346 33 0.275 0.94 0.692 0.346 1.586 0.103 0.611 0.692 0.299 5.91 6.07 976 595 0.110 0.363 -1.263 0.768 2.118 0.644 42.3 400S162-43 0.0451 33 0.357 1.21 0.892 0.446 1.581 0.131 0.606 0.892 0.417 8.23 8.54 1739 810 0.242 0.460 -1.252 0.761 2.106 0.647 42.2 _4005162-54 0.0566 33 0.443 1.51 1.098 0.549 1.574 0.159 0.600 1.098 0.526 10.39 10.84 2603 944 0.473 0.560 -1.238 0.754 2.090 0.649 42.2 400S162-54 0.0566 50 0.443 1.51 1.098 0.549 1.574 0.159 0.600 1.098 0.498 14.90 15.25 3372 1223 0.473 0.560 -1.238 0.754 2.090 0.649 34.1 400S162-68 0.0713 33 0.550 1.87 1.346 0.673 1.564 0.192 0.591 1.346 0.658 13.00 13.30 3215 895 0.933 0.677 -1.220 0.745 2.069 0.653 42.2 400S162-68 0.0713 50 0.550 1.87 1.346 0.673 1.564 0.192 0.591 1.346 0.648 19.41 20.15 4871 1356 0.933 0.677 -1.220 0.745 2.069 0.653 34.0 400S200-33 0.0346 33 0.310 1.05 0.812 0.406 1.619 0.183 0.769 0.812 0.328 6.49 6.90 976 595 0.124 0.697 -1.688 1.007 2.462 0.530 53.1 400S200-43 0.0451 33 0.402 1.37 1.047 0.524 1.615 0.235 0.764 1.047 0.478 9.45 _ 9.74 1739 810 0.272 0.886 -1.676 1.000 2.449 0.532 53.0 400S200-54 0.0566 33 0.500 1.70 1.292 0.646 1.608 0.287 0.758 1.292 0.623 12.30 12.77 2603 944 0.534 1.083 -1.662 0.993 2.433 0.534 53.0 400S200-54 0.0566 50 0.500 1.70 1.292 0.646 1.608 0.287 0.758 1.292 0.549 16.43 17.31 3372 1223 0.534 1.083 -1.662 0.993 2.433 0.534 42.9 400S200-68 0.0713 33 0.622 2.12 1.589 0.795 1.599 0.349 0.750 1.589 0.780 15.40 15.70 3215 895 1.054 1.318 -1.643 0.983 2.412 0.536 53.2 400S200-68 0.0713 50 0.622 2.12 1.589 0.795 1.599 0.349 0.750 1.589 0.751 22.48 23.04 4871 1356 1.054 1.318 -1.643 0.983 2.412 0.536 42.9 400S300-54 0.0566 33 0.613 2.09 1.732 0.866 1.681 0.760 1.114 1.723 0.680 13.44 14.70 2603 944 0.655 2.802 -2.594 1.496 3.285 0.377 74.0 400S300-54 0.0566 50 0.613 2.09 1.732 0.866 1.681 0.760 1.114 1.637 0.592 17.72 19.25 3372 1223 0.655 2.802 -2.594 1.496 3.285 0.377 59.9 400S300-68 0.0713 33 0.764 2.60 2.139 1.070 1.673 0.933 1.105 2.139 0.914 18.06 19.68 3215 895 1.295 3.432 -2.574 1.486 3.263 0.378 74.3 400S300-68 0.0713 50 0.764 2.60 2.139 1.070 1.673 0.933 1.105 2.099 0.805 24.09 26.05 4871 1356 1.295 3.432 -2.574 1.486 3.263 0.378 60.0 550S162-33 0.0346 33 0.327 1.11 1.458 0.530 2.112 0.113 0.589 1.458 0.512 10.11 8.63 699 699 0.130 0.713 -1.114 0.697 2.459 0.795 41.4 550S162-43 0.0451 33 0.424 1.44 1.883 0.685 2.107 0.145 0.584 1.883 0.681 14.79 2 13.14 1550 1199 0.288 0.905 -1.103 0.691 2.448 0.797 39.2 5505162-54 0.0566 33 0.528 1.80 2.324 0.845 2.098 0.176 0.577 2.324 0.845 18.762 17.87 2739 1666 0.564 1.105 -1.090 0.684 2.434 0.800 38.7 550S162.54 0.0566 50 0.528 1.80 2.324 0.845 2.098 0.176 0.577 2.324 0.811 26.862 23.52 3093 1881 0.564 1.105 -1.090 0.684 2.434 0.800 31.6 550S162-68 0.0713 33 0.657 2.24 2.861 1.040 2.086 0.212 0.568 2.861 1.040 23.72 2 23.72 4347 2057 1.114 1.342 -1.072 0.675 2.414 0.803 38.0 Web height -to -thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads. Al/owab/e moment Includes co/d work of forming. See Table Notes on page 7. BY:DED 8 Copyright © 2013 by SSMA www.SSMA.com DATE:07/08/17 PROJECT:LUSH-Southcenter #171 15 LOCATION:Seattle, WA PG:#21 S#4 14 44. SSIALSDA [SE.OENVER V � sP ESSPORIEANO P %\\ Wind Loads Mechanical Equipment Loads F ult—q z•G•C fA f q.00256•Kz.K •Kd•V2 Kz:=1.01 Kzt:=1.0 Kd:=.85 V:=110 q z :=.00256•K z•K 2•K d•V2•psf q z = 26.60psf GC f:=1.5 Af:=1 :=q z•GC fA f F ult F ult = 39.9°psf F allow := .6 F ult F allow = 23.9°psf P windHoriz F allow P windHoriz = 23.9°psf P windVert F allow P windVert = 23.9°psf kip :=1000•1b lbf := Ib ksi:= kip int psf := lb ft 2 BY:DED DATE:07/08/17 PROJECT:LUSH-Southcenter #17115 LOCATION:Seattle, WA PG:#22 { i i V,a4 ter„ SSEOMANA ►o SSI SEOENVER /����b 1 ESSPORIEANO N9 F :=361si _FY�x M C :— 7x:=2.26in3 n:=1.67 All Angles L4x4x5/16 Mechanical Unit L:=4ft W:=2ft H:=3 ft Weight := 500 Ib 2 - L4x4x5/16 n := 2 Number ofAngles Weight PD' - 2 P windHoriz = 23.9°psf = 250 Ib P windHoriz•L 1I P W '= P W = 143.6 IV ----Controls n Constant := .5 W := Weight Constant • W Fp:= Fp= 1251b LB:=12ft M r:=1'D LB+PW.H M r= 965.402 lb ft 4 2 M C = 4060 lb•ft > M r = 965.4 Ib•ft Therefore Okay BY:DED ! 1 rP�I 1 . i r ,_,_+ F :=361si _FY�x M C :— 7x:=2.26in3 n:=1.67 All Angles L4x4x5/16 Mechanical Unit L:=4ft W:=2ft H:=3 ft Weight := 500 Ib 2 - L4x4x5/16 n := 2 Number ofAngles Weight PD' - 2 P windHoriz = 23.9°psf = 250 Ib P windHoriz•L 1I P W '= P W = 143.6 IV ----Controls n Constant := .5 W := Weight Constant • W Fp:= Fp= 1251b LB:=12ft M r:=1'D LB+PW.H M r= 965.402 lb ft 4 2 M C = 4060 lb•ft > M r = 965.4 Ib•ft Therefore Okay BY:DED DATE:07/08/17 PROJECT:LUSH-Southcenter #17115 LOCATION:Seattle, WA PG:#23 Sq,/9 �,1►rt4''°l�^ SSE OMAHA ►b SSI DAIIAS Mechanical Loads - Connections ESE DENVER Y1 ESSPOR1ANO 0\\ P WH :=P windHoriz•L•H P WH = 287.203 Ib P WH vH = L P windVert = 23.9°psf v1-1=71.801—lb ft t _ 2lb + P windVert'W 1 ft t = 77.784 W w W W ft Vr:=vH Vr=71.801 Ib ft T r := t W T r= 77.784 1b ft V c:=187 Ibn s :_ 2 number of screws ft per foot Tc:=87 Ib Vr Tr + - 0.639 < 1.0 Therefore Okay n s•V c n s•T c BY:DED t i i VV I. I r 1 1 i i .. :. ,_ a 4. 1 ± P WH :=P windHoriz•L•H P WH = 287.203 Ib P WH vH = L P windVert = 23.9°psf v1-1=71.801—lb ft t _ 2lb + P windVert'W 1 ft t = 77.784 W w W W ft Vr:=vH Vr=71.801 Ib ft T r := t W T r= 77.784 1b ft V c:=187 Ibn s :_ 2 number of screws ft per foot Tc:=87 Ib Vr Tr + - 0.639 < 1.0 Therefore Okay n s•V c n s•T c BY:DED July 27, 2017 0 City of Tukwila Department of Community Development APRIL HOUSE 3617 SW CHARLESTON ST SEATTLE, WA 98126 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D17-0191 LUSH HANDMADE COSMETICS - 221 SOUTHCENTER MALL Dear APRIL HOUSE, 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 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. Comcheck software is not acceptable for City of Tukwila.• Only Washington State Energy forms are allowed for energy code compliance. Provide a completed 2015 Washington State Energy Code "LIGHTING and MECHANICAL SUMMARY" Compliance Forms for Commercial Buildings available online at: http://www.neec.net/energy-codes (scroll down to center of page "2015 WSEC Commercial Provisions - Compliance Forms"). Note: Contingent on response to these corrections, further plan review may request for additional corrections. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. 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. 6300 Southcenter Boulevard Suite #100 • Tukwila Washin,2ton 98188 • Phone 206-431-3670 • Fax 206-431-.3665 If you have any questions, I can be reached at (206)433-7165. Sincerely, x Rachel le Ripley Permit Technician File No. D17-0191 6300 Southcenter Boulevard Suite #100 • Tukwila Washineton 98188 • Phone 206-431-3670 • Far 206-431-3665 GENT COORD COPY C PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0191 DATE: 09/05/17 PROJECT NAME: LUSH HANDMADE COSMETICS SITE ADDRESS: 221 SOUTHCENTER MALL Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: POU 1\tO Building Division Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 09/07/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 10/03/17 ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW ❑ Staff Initials: 12/18/2013 9ERMIT COORD COPY:. PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0191 DATE: :07/12/17 PROJECT NAME: LUSH HANDMADE COSMETICS SITE ADDRESS: 221 SOUTHCENTER MALL X Original Plan Submittal Revision # , before Permit Issued Response to Correction Letter # Revision # lafter Permit Issued DEPARTMENTS: C©,, Z '7-114-47 Building Division s N/A-- Public Works A Mil Fire Prevention Structural t Ora 10/4 7—iLI—►7 Planning Division III ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 07/13/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08/10/17 Approved Corrections Required ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg i♦ Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 Date: 8.28.17 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan ChecWPermit Number: D17-0191 ❑ Response to Incomplete Letter # Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: LUSH FRESH HANDMADE COSMETICS RECEIVED CITY OF TUKWILA SEP 0 5. '2017 PERMIT CENTER Project Address: 221 SOUTHCENTER MALL Contact Person: kyvl1410-41 Summary of Revision: RESPONSE TO BUILDING REVIEW NOTES #1 Phone Number: PLFASF RFFERFNCF MFCHANICAI AND ELECTRICAL SHFFTS F5.1, M5 1 AND M5.2 FOR NFW COMPLFTFD 2015 WASHINGTON STATE ENERGY CODE FORMS Sheet Number(s): SHEETS M5.1 AND 5.2 AND E5.1 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on W:\Permit Center \Templates\Forms\Revision Submittal Form.doc Revised: August 2015 VCMG LLC 0 Washington State Department of Labor & industries O Home Espanol Contact Page 1 of 2 Search L&I A -'L index Help My L&I Safety & Health Claims & Insurance Workplace Rights Trades & Licensing VCMG LLC Owner or tradesperson REITANO, JOHN Principals REITANO, JOHN, PARTNER/MEMBER WA UBI No. 603 188 059 107 SNOWY EGRET WAY SEBASTIAN, FL 32958 609-798-0330 Business type Limited Liability Company 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. VCMGLL*8610H Effective — expiration 09/05/2014— 09/05/2018 Bond ................ AEGIS SECURITY INS CO Bond account no. B10022568 $12,000.00 Received by L&I Effective date 09/05/2014 08/04/2014 Expiration date Until Canceled Insurance ................... . ......... Gotham Ins Co Policy no. GL2017RLH00252 $1,000,000.00 Received by L&I Effective date 06/16/2017 06/06/2017 Expiration date 06/06/2018 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, ut some debts maybe recorded by other agencies. License Violations ............ No license violations during the previous 6 year period. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603188059&LIC=VCMGLL* 861 OH&SAW= 9/26/2017 VCMG LLC I Workers' comp No active workers' comp accounts during the previous 6 year period. 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 No inspections during the previous 6 year period. Page 2 of 2 Washington State Dept. of Labor R Industries. Use of this site is subject to the law; of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603188059&LIC=VCMGLL* 861 OH&SAW= 9/26/2017 FRESH HANDMADE COSMETICS SOUTHCENTER MALL 2800 SOUTHERCENTER MALL (SUITE 221) SEATTLE, WA 98188 REVISIONS No changes shall ty-1 made to the scope of work without prior approval of Tukwila Building Rivision. NOTE: Revisons will requirn a n=;wr plan submittal and may imJudo additional plan review fees. Icr:r7AnAT- T r - T.: ': � ...L.sr-z,`16 t. fi i"t,,I I rte I.1 -i FOR: L;achan,cal Electrical Plumbing Gws Piping of -k. I lr:':, Di ISA);N FILE COPY Permit No. \-A1--61(A\ Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Ei i py : nd f't nditions is acknowledged: By: / Dater=gy p -- City of Tukwila BUILDING DIVISION PROJECT LOCATION /- i NORDSTROM macys iEZk • szahl • SOUTHCENTER SITE PLAN LUSH FRESH HANDMADE COSMETICS LEVEL 1 - SUITE 221 z GENERAL NOTES CONTRACTOR/BIDDER TO VISIT SITE AND FIELD VERIFY EXISTING CONDITIONS PRIOR TO BIDDING AND CONSTRUCTION. 2. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, TOOLS, AND INCIDENTAL PARTS AND MATERIALS EVEN IF NOT SPECIFICALLY NOTED ON THE PLANS, FOR A COMPLETE OPERATIVE INSTALLATION. 3. THOSE ITEMS NOTED N.I.C. (NOT IN CONTRACT), OR NOTED TO BE PERFORMED BY OTHERS, SHALL BE COORDINATED IN A MUTUALLY AGREEABLE AND COOPERATIVE MANNER BY THE CONTRACTOR SO AS TO ALLOW TIMELY INTEGRATION INTO THE PROJECT AS REQUIRED. -GC MUST ALSO MAINTAIN A SET OF LANDLORD -APPROVED AND CITY -APPROVED PLANS ON SITE, AND INCORPORATE ALL COMMENTS INTO THE CONSTRUCTION OF THE STORE. 4, DURING CONSTRUCTION, MAINTAIN A JOBSITE SET OF CONSTRUCTION DOCUMENTS. ON THESE, RECORD ANY DEVIATIONS FROM THE ORIGINAL PLANS, LOCATE CONCEALED PLUMBING PIPING, AND SYSTEM TIE-INS. TURN SET OVER TO OWNER/TENANT UPON COMPLETION OF PROJECT. 5. CONTRACTOR(S) SHALL CONFINE THEIR CONSTRUCTION ACTIVITIES TO DESIGNATED CONSTRUCTION AREAS ONLY. STAGING AND STORAGE IN CONSTRUCTION AREA(S) OR, IF ADDITIONAL SPACE IS REQUIRED, IN OWNER/TENANT DESIGNATED AREA OR ROOM. SUPPLY AND REMOVAL OF MATERIALS BY PRIOR APPROVED ROUTES ONLY. USE PROTECTION PADS WHEN USING ELEVATOR(S). 6. ALL DEMOLISHED MATERIALS SHALL BE DISPOSED OF BY CONTRACTOR, UNLESS NOTED OTHERWISE. 7. CLEAN CONSTRUCTION AREA THOROUGHLY UPON COMPLETION. DO NOT USE BUILDING DUMPSTERS. DISPOSE OF DEBRIS IN ACCORDANCE WITH LOCALLY APPROVED REGULATIONS. USE OF ELEVATOR ONLY AFTER BUILDING HOURS. 8. ALL WORK SHALL BE PERFORMED IN COMPLIANCE WITH LOCALLY APPLICABLE CODES AND REGULATIONS, INCLUDING THE MUNICIPAL BUILDING CODE, N.E.C., A.D.A. AND STATE PROGRAMS FOR THE ELIMINATION OF ARCHITECTURAL BARRIERS, CURRENT AS OF DATE OF ISSUANCE OF THESE DOCUMENTS. -AS WELL AS LANDLORD'S CRITERIA AND RULES & REGULATIONS OF THE MALL. 9, LOCATE ALL NEW AND RELOCATED SWITCHES AND CONTROLS AT 42" A.F.F. PER CODE U.N.O. 10. LOCATE ALL NEW WALL OUTLETS AT 15" A.F.F. PER CODE U.N.O. 11. ALL DIMENSIONS SHOWN ARE FINISHED FACE OF WALL TO FINISHED FACE OF WALL, AND/OR CENTERLINE OF STRUCTURE. (UNLESS NOTED OTHERWISE) 12. CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, AND DIMENSIONS FOR ACCURACY AND CONFIRMING THAT WORK IS BUILDABLE AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. OBTAIN CLARIFICATION FROM ARCHITECT IF ANY QUESTIONS. 13. PRIOR TO PERFORMING ANY WORK OR ORDERING MATERIALS, CONTRACTOR SHALL VERIFY DIMENSIONS OF ANY EXISTING AND NEW WORK, AND SHALL BE RESPONSIBLE FOR THEIR ACCURACY. ANY DIFFERENCES FOUND SHALL BE SUBMITTED TO THE ARCHITECT FOR CONSIDERATION PRIOR TO PROCEEDING WITH WORK. 14, SUBMIT SHOP DRAWINGS/PRODUCT INFORMATION/SAMPLES OF SPECIFIED PRODUCTS. FABRICATIONS SHALL BEGIN ONLY AFTER APPROVED SHOP DRAWINGS HAVE BEEN RETURNED BY ARCHITECT TO CONTRACTOR. 15. CONTRACTOR SHALL SUBMIT CONFIRMATION OF DELIVERY DATES OF PRODUCTS WITH LONG LEAD TIMES WITH PRODUCT SUBMITTALS. 16. INSTALL ALL MANUFACTURED ITEMS, MATERIALS, AND EQUIPMENT IN STRICT ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS AND INSTRUCTIONS. 17. "ALIGN" MEANS THAT SIMILAR COMPONENTS OF CONSTRUCTION SHALL ALIGN ACROSS VOIDS 18. TYPICAL MEANS: FOR ALL SIMILAR CONDITIONS, U.N.O. 19. CONTRACTORS SHALL CONFINE THEMSELVES TO CONSTRUCTION AREAS. CONSTRUCTION PARKING ONLY IN DESIGNATED LOCATIONS. 20. ALL PERMITS, LICENSES AND INSPECTIONS REQUIRED TO PERFORM AND COMPLETE WORK SHALL BE SECURED BY AND PAID FOR BY CONTRACTOR. 21. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, TOOLS, & INCIDENTALPARTS & MATERIALS, EVEN IF NOT SPECIFICALLY NOTED ON THE PLANS FOR A COMPLETE OPERATIVE INSTALLATION. 22. ALL WORK TO CONFORM WITH APPLICABLE LOCAL, STATE AND NATIONAL CODES. -AS WELL AS LANDLORD'S CRITERIA AND RULES & REGULATIONS OF THE MALL. 23. ALL MATERIALS SHALL BE NEW AND OF FIRST QUALITY. ALL WORKMANSHIP SHALL BE PERFORMED BY SKILLED CRAFTSMEN. ALL MATERIALS AND LABOR SHALL MEET THE HIGHEST STANDARDS OF THE INDUSTRY. 24. EACH PRIME CONTRACTOR SHALL REPLACE AND/OR RESTORE ALL MATERIALS STORED OR INSTALLED ON THE SITE SUBJECT TO DAMAGE OR THEFT. 25. CONTRACTOR TO VERIFY ALL DIMENSIONS IN THE FIELD. IF A DISCREPANCY OCCURS, IMMEDIATELY CONTACT THE ARCHITECT. 26. CONTRACTOR SHALL NOTIFY THE ARCHITECT, IN WRITING, OF ANY AND ALL DISCREPANCIES THAT MAY OCCUR HEREIN. IN THE EVENT OF CONFLICTS BETWEEN ARCHITECTURAL AND STRUCTURAL DISCIPLINES, THE STRUCTURAL DISCIPLINE SHALL GOVERN. 27. EACH PRIME CONTRACTOR SHALL CONSULT WITH THE RESPECTIVE MUNICIPAL FIRE DEPARTMENT AUTHORITIES HAVING JURISDICTION RELATIVE TO REQUIREMENTS FOR FIRE EXTINGUISHER PROTECTION IN THE BUILDING AND SHALL ADVISE THE TENANT. FIRE EXTINGUISHERS SHALL BE PROVIDED BY THE TENANT. 28, CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING ALL SURFACES TO RECEIVE NEW FINISHES PRIOR TO BID. SURFACES SHALL BE PATCHED, FILLED, STRIPPED, AND/OR CLEANED AS REQUIRED TO PROVIDE A SMOOTH DURABLE SURFACE FREE OF ALL BURRS, ADHESIVES, AND DEBRIS SUITABLE FOR RECEIVING NEW FINISHES. 29. TWO COMPLETE SETS OF DETAILED SHOP DRAWINGS SHALL BE SUBMITTED TO GOVERNMENTAL AUTHORITIES & APPROVED PRIOR TO THE START OF FABRICATION OR INSTALLATION FOR AUTOMATIC FIRE SUPPRESSION SYSTEM WHEN APPLICABLE. 30. DESIGN SHALL COMPLY WITH ALL APPLICABLE ASPECTS OF THE AMERICANS WITH DISABILITIES. 31. NO PRODUCTS CONTAINING ASBESTOS OR ANY OTHER HAZARDOUS MATERIAL SHALL BE SPECIFIED FOR NOR USED DURING CONSTRUCTION OF THIS STORE. AN AFFIDAVIT, AT CLOSE-OUT, WILL BE REQUIRED OF THE ARCHITECT, AS WELL AS THE CONTRACTOR ATTESTING TO THE FACT THAT NO HAZARDOUS MATERIALS WERE UTILIZED IN THE PROJECT. 32. PLEASE COORDINATE THE LOCATION OF ALL NEW ROOFTOP EQUIPMENT AND ROOF PENETRATIONS WITH LANDLORD'S OPERATIONS DIRECTOR PRIOR TO SCHEDULING THE WORK. - PAINT TO MATCH ROOF GENERAL SPRINKLER NOTES 1. NOTHING IS PERMITTED TO BE ATTACHED TO, SUSPENDED FROM, OR PENETRATE LANDLORD'S STRUCTURE, FLOOR DECK, OR ROOF DECK. YOU MAY ATTACH, NON-DESTRUCTIVELY, TO OR SUSPEND FROM THE TOP CHORD OF THE JOIST OR THE STRUCTURAL STEEL WHICH EXISTS ABOVE THE TENANT SPACE. WHEN ATTACHING TO LANDLORD'S STRUCTURE, DO NOT DRILL, WELD, SCREW, OR SHOOT INTO STRUCTURE. ALTERNATIVE METHODS OF ATTACHMENT ONLY, NOTHING TO DAMAGE LANDLORD'S BASE BUILDING STRUCTURE. TENANT SHALL PROVIDE SIGNED AND SEALED STRUCTURAL DRAWINGS, BY A STRUCTURAL ENGINEER WITH LEGALLY ACTIVE REGISTRATION AS INDICATED BY ALL JURISDICTIONAL REQUIREMENTS, FOR ALL STRUCTURAL MODIFICATIONS FOR LANDLORD RECORDS. 2. ANY LANDLORD EQUIPMENT, COMPONENT, AND / OR SERVICE FEEDING OTHER TENANT(S) THAT IS EXISTING IN THE SPACE MUST REMAIN VISIBLE AND ACCESSIBLE TO THE LANDLORD. TENANT SHALL INSTALL ACCESS PANELS AS REQUIRED TO MAINTAIN ACCESS. ACCESS PANELS SHALL BE LABEL TO PROPERLY IDENTIFY SYSTEM, COORDINATE WITH MALL OPERATIONS. 3. SPRINKLER SYSTEM MUST BE FULLY CHARGED AND OPERATIONAL WHENEVER CONTRACTOR IS NOT ON SITE. 4. TENANT OR T.G.C. IS REQUIRED TO CONTRACT WITH AND PAY FOR ALL TENANT SPRINKLER WORK DIRECTLY WITH THE SPRINKLER CONTRACTOR. 5. ALL FIRE SPRINKLERS TO BE RECESSED WITH COVER PLATE TO MATCH CEILING. 6. ALSO SEE LANDLORD'S SPRINKLER COMMENTS AT UPPER RIGHT PROJECT DATA RETAIL SHELL 06.30.17 NEW CONSTRUCTION LIMITED TO RETAIL INTERIOR FINISH OUT (TENANT IMPROVEMENTS) 1ST LEVEL - 2,113 S.F. (VERIFY SQUARE FOOTAGE AND DIMENSIONS IN THE FIELD) ZONING ELECTRICAL MECHANICAL PLUMBING NO CHANGE IN ZONING REQUESTED IN THIS APPLICATION FOR PERMIT CODES THE FOLLOWING CODES WERE USED IN THE PREPARATION OF THESE DRAWINGS. 2015 INTERNATIONAL BUILDING CODE W/STATE AMENDMENTS 2015 INTERNATIONAL MECHANICAL CODE W/STATE AMENDMENTS 2015 STATE ELECTRICAL CODE W/STATE AMENDMENTS 2015 UNIFORM PLUMBING CODE 2015 INTERNATIONAL FIRE CODE 2015 WASHINGTON STATE ENERGY CODE OCCUPANCY CLASSIFICATION GROUP: M- MERCANTILE GENERAL NOTES AND SHEET INDEX OCCUPANT LOAD 0 RETAIL SALES AREA 1811 SQ. FT. (0.L.F. 30) STOCK ROOM / STORAGE 244 SQ. FT. (O.L.F. 300) TOILET ROOM 58 SQ. FT. (O.L.F. 300) 1811/30 = 60 PERSONS 255/300 = 01 PERSONS 58/300 = 01 PERSONS TOTAL 2,113 SQ. FT. OCCUPANTS = 62 E0.2 SYMBOLS LIST AND ABBREVIATIONS EGRESS REQUIREMENTS 0 OCCUPANT LOAD EGRESS WIDTH PER OCC. WIDTH REQUIRED WIDTH PROVIDED 62 0.15 9.3" • 201" CONSTRUCTION TYPE SINGLE LINE DIAGRAM AND SCHEDULES TYPE II B FULLY SPRINKLERED 0 SYMBOL LEGEND AA 01 FIXTURE TYPE 1 1 1 1 HOUR WALL DOOR TYPE / NUMBER 2 2 2 2 HOUR WALL ELEVATION MARKER 100 ROOM NUMBER A PARTITION TYPE 01/A1 SECTION MARKER E3.1 ( T07 ) TOILET ACCESSORIES 01/A1 ELEVATION 04/A-5 MILLWORK / FIXTURE ELEV. PT -1 WALL / PAINT FINISH (WD -1I FINISH / MATERIAL PROJECT DIRECTORY TENANT LUSH FRESH HANDMADE COSMETICS 8920 SHAUGNESSY ST. VANCOUVER, CANADA V6P-3Y5 LUSH CONSTRUCTION: Mike Slevin (604) 263-6601 LUSH DESIGN: Ryan Sarsfield (604) 637.0966 ARCHITECT CORTLAND MORGAN 711 N. FIELDER ST. ARLINGTON, TX 76012 Tricia Russell (817) 635-5696 PROJECT COORDINATOR Rosana Avina (940) 594-8830 TENANT COORDINATOR WESTFIELD 4905 OLD ORCHARD CENTER, SUITE 060 SKOKIE, IL 60077 Emily Yee (847) 779-4832 eyee@westfield.com CONSULTING ENGINEERS HI -TECH ENGINEERING 1431 OCEAN AVENUE SUITE 800 SANTA MONICA, CA 90401 Majid Kimiagar (310) 576-1553 CITY OF TUKWILA COMMUNITY DEVELOPMENT DEPT 6300 SOUTHCENTfER BLVD. SUITE 100 TULWILA, WA 98188 (206) 431-3670 INDEX OF DRAWINGS N 0 t0 O ARCHITECTURAL 0 0 A-000 COVER SHEET 0 0 A-001 GENERAL NOTES 0 0 A-002 RESPONSIBILITY SCHEDULES • • A-003 PARTITION TYPES 0 A-004 CEILING DETAILS 0 0 A-005 ACCESSIBILITY GUIDELINES 0 A-100 ACCESSIBILITY AND EGRESS PLAN 0 A-101 DEMOLITION PLAN 0 0 A-102 CONSTRUCTION PLAN 0 0 A-103 FLOOR PLAN 0 0 A-104 REFLECTED CEILING PLAN 0 0 A-105 FINISH PLAN 0 • A-200 INTERIOR ELEVATIONS 0 • A-201 INTERIOR ELEVATIONS 0 • A-202 INTERIOR ELEVATIONS • A-203 INTERIOR ELEVATIONS • A-300 STOREFRONT SECTIONS 0 A-301 SECTIONS • • A-400 ENLARGED FLOOR PLAN, STOREFRONT ELEVATION • A-500 DETAILS 0 A-501 DETAILS N 0 cd 0 06.30.17 ELECTRICAL MECHANICAL PLUMBING 0 E0.1 GENERAL NOTES AND SHEET INDEX 0 E0.2 SYMBOLS LIST AND ABBREVIATIONS 0 E0.3 SINGLE LINE DIAGRAM AND SCHEDULES 0 E2.1 LIGHTING PLAN AND EMERG PHOTO CALC 0 E3.1 POWER AND ELECTRICAL ROOF PLAN 0 E4.1 DRAWING DETAILS 0 E5.1 LIGHTING COMPLIANCE FORMS 0 M0.1 GENERAL NOTES, SYMBOLS, LEGEND, AND SHEET INDEX 0 M0.2 MECHANICAL SCHEDULES 0 M2.1 MECHANICAL FLOOR PLAN 0 M3.1 MECHANICAL ROOF PLAN 0 M4.1 MECHANICAL DETAILS - SHEET ONE 0 M4.2 MECHANICAL DETAILS - SHEET TWO 0 P0.1 GENERAL NOTES, SYMBOLS, LEGEND, AND SHEET INDEX P2.1 PLUMBING FLOOR PLANS N 0 co 0 06.30.17 STRUCTURAL 0 S-1.0 GENERAL NOTES AND FRAMING PLAN RECEIVED S-2.0 DETAILS CITY OF TUKWILA ISSUES / REVISIONS No. Date PERMIT CENTER 06.02.17 ISSUED FOR PRELIMINARY LANDLORD REVIEW 06.30.17 ISSUED FOR FINAL LANDLORD REVIEW bri 1 DATE: 07.07.17 JOB NO: 1617 DRAWN: STAFF CHECKED: CM 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 0 0 U (� ) 0 c y L� 8897 LL. 0 �✓ 4 oo 00 00 O0 REGISTERED ,ir;('''{„:EC i 1 \,,,,. Cu -JL ND I\ii' )'=;GliN STATE ()I Y`1AS, ii:;C 1 ON tIYRN,MC" REVISIONS REViEv'iED f -OR CODE COMPLIANCE /kPPROVED SEP 0 8 2017 142 -- City of Tukwila BUILDING DIVISION COVER SHEET SHEET NUMBER A-000 GENERAL NOTES 1. ALL WORK AND MATERIALS DESCRIBED HEREIN ARE THE RESPONSIBILITY OF THE TENANT. THE TERMS 'GENERAL CONTRACTOR", "CONTRACTOR", OR "SUBCONTRACTOR' REFER TO THOSE ENGAGED BY THE TENANT TO PERFORM THE WORK OF R THE TENANT. THE TENANT IS NOT RELIEVED FROM THE RESPONSIBILITY FOR THE PERFORMANCE OF SUCH CONTRACTORS. 2. CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL BUILDING CODE AND ALL APPLICABLE STATE CODES, FEDERAL REGULATIONS, NFPA 101, THE NATIONAL BOARD OF FIRE UNDERWRITERS AND ALL APPLICABLE LOCAL LAWS AND REGULATIONS. -CONTRACTOR TO ALSO PERFORM ALL WORK IN ACCORDANCE TO LANDLORD'S CRITERIA AND RULES AND REGULATIONS OF THE MALL. 3. ALL EQUIPMENT SUPPLIED BY THE CONTRACTOR SHALL HAVE APPROVAL FOR USE IN THE CITY OF TOWN HAVING JURISDICTION. 4. PROVIDE EXIT SIGNS AS REQUIRED IN ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES. NOT TO BE VISIBLE FROM MALL COMMON AREA. 5. AFFIDAVITS FOR CONTROLLED AND SEMI -CONTROLLED INSPECTIONS SHALL BE FILED IN ACCORDANCE WITH LOCAL LAWS AND CODES AS REQUIRED FOR THIS PROJECT. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK, AND SHALL REPORT TO THE ARCHITECT ANY CONDITION OR DISCREPANCY BETWEEN DRAWINGS AND FIELD CONDITIONS REQUIRING MODIFICATIONS BEFORE PROCEEDING WITH THE WORK. 7. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK, SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 8. REFERENCING OF DRAWINGS IS FOR CONVENIENCE ONLY AND DOES NOT LIMIT APPLICATION OF ANY DRAWING. 9. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, AND REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. THE CONSTRUCTION MANAGER SHALL COORDINATE WORK BY EACH TRADE. 10. UNLESS OTHERWISE INDICATED, HEIGHTS NOTED IN SCHEDULES ARE HEIGHTS ABOVE FINISHED FLOOR. 11. EXCEPT WHERE OTHERWISE INDICATED ALL INTERIOR DIMENSIONS ARE TO THE FINISHED SURFACE. 12. EXCEPT WHERE OTHERWISE INDICATED, ALL WALLS AND PARTITIONS ARE DIMENSIONED TO THEIR "NOMINAL" SIZES. 13. THE DISTANCE FROM THE DOOR JAMBS TO ADJACENT PARTITIONS SHALL NOT BE LESS THAN 6" OR 12" UNLESS OTHERWISE NOTED OR APPROVED. 14. CONTRACTOR SHALL PROVIDE IN HIS BID DAILY CLEAN UP OF ALL WORK. 15. ALL OPENINGS AT GYPSUM WALLBOARD PARTITIONS FOR DUCTS, ELECTRIC PANEL BOARD, ETC. ARE TO BE STEEL STUD FRAMED OPENINGS. 16. ALL ITEMS RECESSED INTO RATED PARTITIONS (SUCH AS OUTLET BOXES, PANEL BOXES, ETC.) SHALL HAVE THOSE OPENINGS PROTECTED WITH BACK-UP MATERIALS SO AS TO RETAIN THE INTEGRITY OF THE PARTITION AND TO BE IN STRICT CONFORMITY WITH THE UNIFORM CONSTRUCTION CODE OF PARTITION RATING THROUGHOUT. 17. ALL EXPOSED DUCTWORK AND ALL EXPOSED MECHANICAL EQUIPMENT (EXTERIOR AND INTERIOR) SHALL BE PAINTED UNLESS CALLED FOR ON PLANS. ALL EXPOSED PIPES TO REMAIN EXPOSED SHALL BE PAINTED UNLESS CALLED FOR ON PLANS. 18. ALL RULES AND REGULATIONS, SCOPE OF WORK AND PROCEDURES INDICATED WILL BE PERFORMED BY THE GENERAL CONTRACTOR, THEIR AGENTS, SUBCONTRACTORS, AND SUPPLIERS TO PROVIDE A TOTAL AND COMPLETE PROJECT FOR THE TENANT. WORK SHOWN IN THESE NOTES IS TO BE PERFORMED BY THE GENERAL CONTRACTOR OR SUBCONTRACTORS, AGENTS AND / OR SUPPLIERS ONLY, WHETHER OR NOT THE WORK IS DELINEATED PROPERLY. 19. THE WORK CONTAINED IN THESE CONTRACT DOCUMENTS AND / OR SPECIFICATIONS SHALL BE PERFORMED BY THE GENERAL CONTRACTOR AND / OR IT'S SUBCONTRACTORS UNLESS SPECIFICALLY NOTED OTHERWISE. 20. FOR CLARIFICATION PURPOSES, TENANT, CLIENT AND OWNER ARE THE SAME PARTY. THE TERM TENANT REFERS TO LUSH FRESH HANDMADE COSMETICS OR THE LUSH FRESH HANDMADE COSMETICS' REPRESENTATIVE / PROJECT MANAGER. THE LANDLORD IS THE PARTY LEASING THE SPACE TO THE TENANT, AND THE GENERAL CONTRACTOR, WILL BE REQUIRED TO HANDLE ALL WORK IN THESE DOCUMENTS UNLESS SPECIFICALLY NOTED OTHERWISE. LANDLORD IS NOT RESPONSIBLE FOR ANY WORK NOTED AS "BY OWNER" 21. THE GENERAL CONTRACTOR IS REQUIRED TO HAVE ALL SUBCONTRACTORS REVIEW THESE NOTES PRIOR TO BIDDING AND THE FAMILIARIZE ALL PERSONS AND SUBCONTRACTORS WORKING ON THIS PROJECT WITH THESE GENERAL NOTES AND THE CONTRACT DOCUMENTS NOTED, LANDLORD'S DESIGN CRITERIA AND THE EXECUTED LEASE AGREEMENT AND WORK LETTER BETWEEN LANDLORD AND TENANT. ANY DISCREPANCY BETWEEN THESE CONTRACT DOCUMENTS AND THE LEASE OR DESIGN CRITERIA INFORMATION IS TO BE REPORTED TO TENANT'S PROJECT MANAGER PRIOR TO THE START OF ANY WORK. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FULLY ACQUAINTING THEMSELVES WITH THE CONTENT AND SCOPE OF THESE SPECIFICATIONS, AND SPECIAL ATTENTION SHOULD BE GIVEN TO THE SPECIFICATIONS THROUGHOUT THE SPAN OF THIS PROJECT BY THIS GENERAL CONTRACTOR, SUPERVISORS AND SUBCONTRACTORS, AS THE STANDARD ESTABLISHED HEREIN SHALL BE APPLIED, WITH EMPHASIS TO ALL WORK. CHECK "RESPONSIBILITY SCHEDULE" ON DWGS FOR ALLOCATION OF SPECIFIC WORK. ALL WORK IS BY TENANT'S GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. WORK DECLARED UNACCEPTABLE BY THE TENANT, LANDLORD, OR CODE AUTHORITY SHALL BE CORRECTED IN A MANNER AND TO A DEGREE OF QUALITY AS ACCEPTABLE BY THE TENANT AND LANDLORD AND CODE AUTHORITY. 22. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE REQUIRED TO CHECK AND VERIFY ALL DIMENSIONS AND FIELD CONDITIONS CLEAR HEIGHTS WITHIN THE PREMISES AT BUILDING SITE AND PREMISES AND NOTIFY THE LANDLORD, THE LANDLORD'S REPRESENTATIVE, TENANT AND PROJECT ARCHITECT OF ANY AND ALL DISCREPANCIES AND LIST ANY PRE -WORK NOT YET COMPLETED BEFORE STARTING THEIR WORK. GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL "HOLD" DIMENSIONS TENANTS FIXTURES FIT INTO PLACE WITH NO ROOM FOR ERROR. CONTRACTOR MUST REVIEW ENTIRE SET OF CONTRACT DOCUMENTS FOR CEILING HEIGHTS. 23. IF THE GENERAL CONTRACTOR IS REQUIRED TO INSTALL A STOREFRONT BARRICADE DURING THE CONSTRUCTION PHASE OF THIS PROJECT, SUCH BARRICADE TO MEET THE LATEST BARRICADE DESIGN REQUIREMENTS OF THE LANDLORD, INCLUDING THE PAINTING OF SUCH BARRICADE AND ANY SIGNAGE ALLOWABLE BY THE LANDLORD AND UNDER LEASE OBLIGATION. ADDITIONALLY, THIS BARRICADE MUST BE MOVED OUT AS REQUIRED FOR STOREFRONT WORK AND / OR REMOVED AT THE END OF THE CONSTRUCTION TIME PERIOD. CHECK WITH THE LANDLORD TO VERIFY IF A BARRICADE HAS PREVIOUSLY BEEN INSTALLED ON THESE PREMISES IN ANTICIPATION OF CONSTRUCTION BY THE NEW TENANTS. IF THIS IS THE CASE, DO NOT INCLUDE ANY COST FOR THE ACTUAL BARRICADE BUT DO INCLUDE COST FOR MOVING SUCH BARRICADES IN AND OUT, ANY OTHER SPECIFIC LANDLORD REQUIREMENTS REGARDING SUCH BARRICADES, AND THE PAINTING AND / OR REMOVAL OF SUCH BARRICADES AFTER CONSTRUCTION. 24. WHEN BIDDING THIS PROJECT, EACH CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE SITE PRIOR TO BIDDING AND VERIFYING EXISTING CONDITIONS AS REFLECTED IN THESE CONTRACT DOCUMENTS. ANY EXTRA WORK REQUIRED BUT NOT INCLUDED IN THE DOCUMENTS SHALL BE REPORTED TO THE TENANT OR TENANT'S ARCHITECT IMMEDIATELY. LANDLORD DOES NOT PAY ANY COSTS FOR JOB CONDITION SITUATIONS, UNLESS SPECIFICALLY NOTED IN THE LEASE. A. ALL WORK ON THIS PROJECT SHALL BE IN ACCORDANCE WITH ALL CURRENTLY APPLICABLE CODES SUB -CODES AND BUILDING DEPARTMENTS HAVING JURISDICTION. GENERAL CONTRACTOR TO CONTACT LOCAL BUILDING OFFICIALS FOR ANY AND ALL SPECIFIC REQUIREMENTS FOR THIS USE. 25. THE OCCUPANCY CLASSIFICATION FOR THIS LOCATION IS NOTED ON THE COVER SHEET. 26. DEMOLITION WORK (IF ANY) IS DEFINED IN THE RESPONSIBILITY SCHEDULE AND DEMOLITION DRAWING. 27. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT, INCLUDING ANY AND ALL OSHA REQUIREMENTS, UNLESS CONTRACT DOCUMENTS GIVE OTHER SPECIFIC INSTRUCTIONS CONCERNING THESE MATTERS. 28. THE ARCHITECT SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS, INCLUDING ANY AND ALL OSHA REQUIREMENTS, IN CONNECTION WIT THE WORK. THESE ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY UNDER THE CONTRACT FOR CONSTRUCTION. 29. THE GENERAL CONTRACTOR AND THE SUBCONTRACTORS FOR THE GENERAL CONTRACTOR SHALL PAY FOR AND OBTAIN ALL PERMITS REQUIRED FOR THE WORK NOTED ON THESE PLANS AND SPECIFICATIONS. THIS INCLUDES COST FOR ALL INSPECTIONS BY AUTHORITIES HAVING JURISDICTION, BUILDING DEPARTMENT PERMIT COSTS, AND PERMIT COSTS FOR FIXTURING SUPPLIED BY TENANT (IF APPLICABLE). THE TENANT SHALL NOTIFY THE GC IN WRITING IF THE TENANT WILL BE OBTAINING AND PAYING FOR THE PERMITS IN WHICH CASE IT SHALL BE OMITTED FROM THE CONTRACTORS PRICE. 30. ALL CLEARANCES OF PIPES AND DUCT WORK INSTALLED BY THE GENERAL CONTRACTOR OR SUBCONTRACTORS MUST BE MAINTAINED FOR ADEQUATE HEIGHTS REQUIRED FOR CEILING SYSTEM AND LIGHT FIXTURES. CONTRACTOR MUST REVIEW ENTIRE SET OF CONTRACT DOCUMENTS FOR CEILING HEIGHTS. 31. GENERAL CONTRACTOR (OR DESIGNATED AUTHORIZED CONTRACTOR AT GENERAL CONTRACTOR'S EXPENSE) SHALL REMOVE AND / OR REPLACE ANY AND ALL EXISTING EXPOSED P.V.C. PIPING FOUND WITH LOCAL CODE ALLOWABLE PIPING MATERIALS THROUGHOUT LEASED PREMISES. 32. THE GENERAL CONTRACTOR AGREES THAT IN THE PERFORMANCE OF THE WORK CALLED FOR BY THIS CONTRACT, THEY WILL EMPLOY ONLY SUCH LABOR AS WILL NOT DELAY OR INTERFERE WITH THE PROGRESS OF THE PROJECT, AND AS WILL BE ACCEPTABLE TO AND WORK IN HARMONY WITH ALL OTHER CONTRACTORS EMPLOYED ON THE CONSTRUCTION SITE OR ON ANY OTHER BUILDING, STRUCTURE, OR OTHER IMPROVEMENT WHETHER PUBLIC OR PRIVATE WHICH THE GENERAL CONTRACTOR MAY THEN BE ERECTING OR ALTERING IN OTHER LOCATIONS. 33. ALL WORK TO BE COMPLETED FOLLOWING LANDLORD'S CONSTRUCTION 'RULES AND REGULATIONS', IF APPLICABLE. THE GENERAL CONTRACTOR IS RESPONSIBLE DURING THE BIDDING PROCEDURES, FOR CONTACTING THE OPERATIONS DIRECTOR FOR A COPY OF THESE 'RULES AND REGULATIONS' AND TO INCLUDE ANY COSTS IN THE WORK QUOTED TO THE TENANT. 34. GENERAL CONTRACTOR AGREES THAT IN THE PERFORMANCE OF TENANTS WORK AT THE PREMISES, ALL WORK SHALL BE PERFORMED IN A MANNER WHICH WILL NOT CREATE ANY WORK STOPPAGE, PICKETING, LABOR DISRUPTION OR DISPUTE OR VIOLATE LANDLORD'S LABOR CONTRACTS AFFECTING THE BUILDING OR INTERFERE WITH THE BUSINESS OF LANDLORD. IN THE EVENT OF THE OCCURRENCE OF ANY WORK STOPPAGE, PICKETING, LABOR DISRUPTION OR DISPUTE RESULTING FROM ACTIONS OR OMISSIONS OF GENERAL CONTRACTOR OR SUBCONTRACTORS OR ANY SUBTENANT OR CONCESSIONAIRE, OR THEIR RESPECTIVE EMPLOYEES, CONTRACTORS OR SUBCONTRACTORS, GENERAL CONTRACTOR SHALL, IMMEDIATELY UPON NOTICE FROM TENANT, CEASE THE CONDUCT GIVING RISE TO SUCH CONDITION. THIS CLAUSE MUST BE PART OF ALL GENERAL CONTRACTOR / SUBCONTRACTOR AGREEMENTS AND IF SUCH CLAUSE IS NOT INCLUDED, IT WILL NOT RELIEVE THE GENERAL CONTRACTOR OF THE REQUIREMENTS OR WORK STATED HEREIN. 35. ALL CONTRACTORS SHALL BE BONDED, LICENSED CONTRACTORS POSSESSING GOOD LABOR RELATIONS AND MUST BE CAPABLE OF QUALITY WORKMANSHIP, IN HARMONY WITH OTHER CONTRACTORS WORKING ON THE PROJECT. THE TENANT AND TENANT'S ARCHITECT ARE TO BE NOTIFIED IN WRITING OF THE NAMES, ADDRESSES, DAYTIME PHONE, FAX, AND EMERGENCY PHONE NUMBERS OF ALL SUBCONTRACTORS AND SUPPLIERS WORKING ON THIS PROJECT PRIOR TO THE START OF THE WORK. GENERAL CONTRACTORS MUST ATTEST THAT NO PRODUCTS CONTAINING ASBESTOS OR HAZARDOUS MATERIAL WERE KNOWINGLY USED ON THIS PROJECT. CONTRACTOR IS TO VERIFY THAT THIS SPACE IS ASBESTOS FREE. NO ASBESTOS WORK IS TO BE COMPLETED BY THIS CONTRACTOR UNLESS SPECIFICALLY NOTED IN THESE CONTRACT DOCUMENTS. IF ASBESTOS IS UNCOVERED, NOTIFY THE TENANT'S REPRESENTATIVE IMMEDIATELY AND STOP ALL WORK. LANDLORD IS RESPONSIBLE FOR ALL ASBESTOS TESTING, FILING AND REMOVAL. ALL ABATEMENT OF HAZARDOUS MATERIALS SHALL BE CARRIED OUT BY A CONTRACTOR SPECIALIZING IN AND LICENSED TO REMOVE ANY SUCH MATERIALS. COPIES OF CURRENT LICENSES, CERTIFICATIONS AND CERTIFICATES OF INSURANCE, AND PERMITS, SHALL BE FURNISHED TO THE TENANT PRIOR TO BEGINNING ANY REMOVAL / ABATEMENT ACTIVITIES. 36. PRIOR TO COMMENCEMENT OF ANY WORK, THE GENERAL CONTRACTOR SHALL CONTACT AND MEET WITH MALL OPERATIONS DIRECTOR AND TENANT'S PROJECT MANAGEMENT REPRESENTATIVE FOR A PRECONSTRUCTION MEETING, AT WHICH TIME, HE / SHE WILL PRESENT TO ALL PARTIES A LIST OF NAMES, ADDRESSES, BUSINESS PHONE, FAX AND EMERGENCY TELEPHONE NUMBERS OF THE SUBCONTRACTORS FOR THIS PROJECT. THE GENERAL CONTRACTOR WILL COMPLETE THE CHECKLIST FORM (CONTRACTOR INFORMATION FORM) REQUIRED FOR EACH TENANT'S SPACE THAT CONTRACTOR WILL BE WORKING ON AS REQUIRED UNDER LEASE OBLIGATION. THE CHECKLIST FORM INCLUDING SCHEDULE INFORMATION IS TO BE SUBMITTED TO THE LANDLORD'S REPRESENTATIVE UPON ARRIVAL AT THE JOB SITE. 37. IF THE LANDLORD, LANDLORD'S REPRESENTATIVE OR LANDLORD'S ARCHITECT, TENANT, TENANT'S REPRESENTATIVE OR TENANTS ARCHITECT DO NOT MAKE ANY SITE VISITS, THE GENERAL CONTRACTOR IS NOT RELIEVED OF THEIR RESPONSIBILITY OR DUTIES INVOLVED IN THIS CONSTRUCTION WORK. 38. THE GENERAL CONTRACTOR SHALL COMPLY AND CONFORM TO ALL OF THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA), NO EXCEPTIONS ARE PERMITTED. THE PROVISIONS OF THE TENANT'S LEASE SHALL APPLY IN THE EVENT OF VIOLATION RESULTING IN DAMAGES, CAUSES OF ACTION OR ANY CLAIMS ARISING THEREFROM. IF GENERAL CONTRACTOR AND / OR IT'S SUBCONTRACTORS DO NOT COMPLY WITH THIS ACT. 39. THE TENANT'S ARCHITECT, WITHOUT INVALIDATING THE CONTRACT, MAY ORDER EXTRA WORK, ALTER, ADD TO , OR DEDUCT FROM THE CONTRACT WORK, IF THE INTENT IS TO ADHERE TO A PREVIOUSLY AGREE UPON DESIGN WITHOUT ANY COST TO TENANT, IT'S AGENTS OR TENANTS ARCHITECT. 40. NO CHANGE ORDER OR EXTRAS FOR COSTS SHALL BE AUTHORIZED UNLESS APPROVED IN WRITING BY THE TENANT'S CONSTRUCTION REPRESENTATIVE. ANY ISSUANCE OF CREDITS SHALL BE CALCULATED BASED ON COMPETITIVE RATES AND EQUIPMENT COST APPROVED BY THE TENANTS CONSTRUCTION REPRESENTATIVE. 41. THE GENERAL CONTRACTOR SHALL HAVE AT ALL TIMES, AT THE PREMISES, LANDLORD APPROVED CONTRACT DOCUMENTS, BUILDING DEPARTMENT APPROVED PERMIT DRAWINGS, FOR REVIEW BY ANY INTERESTED PARTY. -LANDLORD AND BUILDING DEPT. COMMENTS MUST BE INCORPORATED INTO CONSTRUCTION OF THE STORE. 42. THE GENERAL CONTRACTOR IS TO ARRANGE WITH THE LANDLORD WHERE THE CONTRACTOR'S BUILDING EQUIPMENT AND MATERIALS SHALL BE LOCATED TO COORDINATE TRUCK TRAFFIC AND DELIVERIES TO AND FROM THE BUILDING. 43. ANY APPROVAL BY THE TENANT FOR CHANGES IN THE SCOPE OF WORK SHALL ONLY BE VALID IF IN GIVEN IN WRITING AND SIGNED BY THE TENANT OR BY THE TENANT'S DESIGNATED REPRESENTATIVE FOR SUCH PURPOSE. 44. THE GENERAL CONTRACTOR IS REQUIRED TO PROTECT ALL NEUTRAL PIERS AND/OR U -CHANNELS, LANDLORD'S ADJACENT TENANT CONSTRUCTION, AND MAKE ANY AND ALL REQUIRED REPAIRS TO THE SATISFACTION OF THE LANDLORD AND / OR THE TENANT IF THIS WORK IS DAMAGED. 45. ALL FINISH AND EXPOSED WOOD SHALL BE FIRE RETARDANT COATED OR TREATED AS REQUIRED BY CODE OR THE LOCAL FIRE MARSHAL. 46. THE GENERAL CONTRACTOR SHALL FURNISH AND INSTALL UPON COMMENCING THE CONSTRUCTION PHASE, UL. RATED HAND OPERATED FIRE EXTINGUISHERS, IN QUANTITY, CAPACITY AND PLACEMENT PER LOCAL CODE REQUIREMENTS AND WHERE REQUIRED BY TENANT AND LOCAL BUILDING OFFICIAL. 47. ALL CEILINGS, WHERE SHOWN ON THE DOCUMENTS, SHALL BE UNDERWRITERS APPROVED AND OF NONCOMBUSTIBLE TYPE. SEE CEILING SPECIFICATION WITHIN THE CONTRACT DOCUMENTS. 48. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY REMOVAL, OR MORE OFTEN AS REQUIRED BY LANDLORD, OR TRASH, RUBBISH AND SURPLUS MATERIALS RESULTING FROM CONSTRUCTION ACTIVITIES. THE CONTRACTORS AND SUBCONTRACTORS PARTICIPATING IN THE PERFORMANCE OF TENANT'S WORK SHALL REMOVE AND DISPOSE OF, AT LEAST ONCE A WEEK AND MORE FREQUENTLY AS TENANT MAY DIRECT, ALL DEBRIS AND RUBBISH CAUSED BY OR RESULTING FROM THE PERFORMANCE OF TENANT'S WORK AND, UPON COMPLETION THEREOF, REMOVE ALL TEMPORARY STRUCTURES, SURPLUS MATERIALS, DEBRIS AND RUBBISH OF WHATEVER KIND REMAINING IN THE BUILDING WHICH HAD BEEN BROUGHT IN OR CREATED BY THE CONTRACTOR AND SUBCONTRACTORS IN THE PERFORMANCE OF TENANT'S WORK. THIS CONTRACTOR MUST MAINTAIN A CLEAR PATH OF EGRESS FROM THE PREMISES FREE FROM TRASH AND RUBBISH AT ALL TIMES. ALL REMOVAL OF CONSTRUCTION DEBRIS TO AN APPROVED DUMPING SITE TO BE INCLUDED IN THE GENERAL CONTRACTOR'S WORK. THE JOB -SITE SHALL BE KEPT NEAT AND ORDERLY AT ALL TIMES, AND BROOM SWEPT CLEAN DAILY OR MORE OFTEN WHEN REQUIRED. 49. ALL EXITS SHALL BE UNOBSTRUCTED AT ALL TIMES DURING CONSTRUCTION AND OCCUPANCY. 50. THE GENERAL CONTRACTOR SHALL FURNISH AND PAY FOR ALL TEMPORARY UTILITY SERVICES DURING THE COURSE OF CONSTRUCTION. 51. EACH CONTRACTOR AND SUBCONTRACTOR PARTICIPATING IN THE PERFORMANCE OF TENANT'S WORK SHALL a. MAKE APPROPRIATE ARRANGEMENTS WITH LANDLORD FOR TEMPORARY UTILITY CONNECTIONS INCLUDING WATER AND ELECTRICITY, AS AVAILABLE WITHIN THE BUILDING, WHICH CONNECTIONS SHALL BE AT SUCH LOCATIONS AS SHALL BE DETERMINED BY LANDLORD b. PAY THE COST OF THE CONNECTIONS AND OF PROPER MAINTENANCE AND REMOVAL OF SAME, AND c. PAY ALL UTILITY CHARGES INCURRED AT THE PREVAILING RATES OF THE UTILITY COMPANY PROVIDING SUCH SERVICE TO THE BUILDING, DURING THE COURSE OF CONSTRUCTION UP TO AND INCLUDING THE DATE OF "TURN OVER" TO THE TENANT. 52. IT IS THE GENERAL CONTRACTORS REQUIREMENT, THROUGH ITS SUBCONTRACTORS, TO RECONFIGURE AND BRING IN NEW UTILITY SERVES AS REQUIRED TO MEET THE NEEDS OF THESE CONTRACT DOCUMENTS. 53. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS WORKING ON THIS PROJECT ARE RESPONSIBLE FOR CONTACTING THE PUBLIC UTILITY COMPANIES SUPPLYING UTILITIES TO THE AREA WHERE THE PROJECT IS LOCATED, IN ORDER TO VERIFY LOCATIONS OF UTILITIES, UNDERGROUND OR OVERHEAD, AND SECURE THE PROPER PROCEDURES WHILE WORKING ADJACENT TO, ABOVE E OR NEAR SUCH UTILITIES TO AVOID ANY PROBLEMS WITH EXPLOSIONS, DISCONNECTION, REMOVALS, ETC. 54. THE GENERAL CONTRACTOR SHALL APPLY FOR ALL UTILITY METERS AND NOTIFY THE UTILITY COMPANY OF THE NAME, ADDRESS AND PHONE NUMBERS OF THE TENANT FOR PERMANENT SERVICES. TENANT'S G.C. UNLESS OTHERWISE NOTED SHALL BRING IN ALL ADDITIONAL SERVICES, ADEQUATE FOR TENANTS NEEDS AS REQUIRED, INCLUDING, BUT NOT LIMITED TO ELECTRIC, SPRINKLER, SOIL (WASTE), AND DOMESTIC WATER LINES (WHEN APPLICABLE). SEE THE CONTRACT DOCUMENTS FOR FURTHER SCOPE OF WORK. 55. THE GENERAL CONTRACTOR AND / OR IT'S ELECTRICAL SUBCONTRACTOR SHALL VERIFY ALL EQUIPMENT SPECIFICATIONS AND REQUIREMENTS WITH THE TENANT OR THE TENANT'S CONSTRUCTION REPRESENTATIVE PRIOR TO START OF CONSTRUCTION. THIS CONTRACTOR TO VERIFY AMPERAGE / VOLTAGE SPECIFICATIONS, WIRING SIZES AND REQUIREMENTS (SERVICE AND PANEL SPECIFICATION) WITH THE EQUIPMENT SUPPLIERS, AND CHECK THE CONTRACT DOCUMENTS FOR MISCALCULATIONS, IN COORDINATION WITH EQUIPMENT SPECIFICATIONS FOR EQUIPMENT SUPPLIED BY THE TENANT, THE CONTRACTORS OR OTHER SOURCES (AS SPECIFIED BY THE ARCHITECT) AS A DOUBLE CHECK TO ASCERTAIN PROPER INSTALLATION OF EQUIPMENT AT THE CORRECT AMPERAGE / VOLTAGE AND WIRING SIZE. NO LIGHT FIXTURES ARE TO BE ORDERED UNTIL THIS "DOUBLE CHECK" TAKES PLACE. 56. THE GENERAL CONTRACTOR AND / OR ELECTRICAL SUBCONTRACTOR SHALL FURNISH AND INSTALL EMERGENCY AND EXIT LIGHTING, AS REQUIRED BY LOCAL CODE OR AGENCIES HAVING JURISDICTION OVER THE PROJECT UNLESS NOTED OTHERWISE IN THE APPLICABLE "RESPONSIBILITY SCHEDULE". THE EXIT / EMERGENCY LIGHTING TOP AND BOTTOM SHOULD BE PROPERLY LABELED AND APPROVED TYPE LOCKOUTS INSTALLED. 57. ALL ELECTRICAL ROUGH -IN TO BE NEW AND ELECTRICAL SERVICE CONDUIT AND WIRE TO THE DEMISED PREMISES TO BE EXTENDED TO THE POINT OF NEW PANELS BY THE CONTRACTOR AS NECESSARY AND SHOWN ON CONTRACT DOCUMENTS. GENERAL CONTRACTOR TO FIELD VERIFY THAT THESE UTILITY LINES ARE AT OR ADJACENT TO THE TENANT'S SPACE AS NOTED AND AT THE SIZE SPECIFIED, BASED ON GENERAL CONTRACTOR'S OR SUBCONTRACTOR'S PRE-BID REVIEW OF PREMISES. IF THE UTILITIES ARE NOT IN LOCATIONS AS NOTED ON THE CONTRACT DOCUMENTS OR OF A SIZE LARGER OR SMALLER THAN NOTED, THIS CONTRACTOR IS TO MODIFY THE SERVICE ACCORDINGLY WIT HITHER NEW CONDUIT AND / OR SERVICE WIRE EXTENDING BACK TO LANDLORD'S ELECTRICAL / METER ROOM SERVICE POINT, AND INCLUDE SUCH COSTS IN THE BID TO THE TENANT. 58. THE ELECTRICAL SUBCONTRACTOR IS TO PROVIDE A CIRCUIT DIRECTORY WITH PROPER PHASING AND BALANCING, WHICH IS TO CONFORM TO THE LATEST EDITIONS OF THE NATIONAL ELECTRICAL CODE AND UNDERWRITER'S CODE. THE SIGN(S) JUNCTION BOX PERMIT IS TO BE INCLUDED IN THE WORK FOR THE ELECTRICAL SUBCONTRACTOR AND THE BOX IS TO BE SUPPLIED BY THIS CONTRACTOR AND PROPERLY LABELED. AS APPLICABLE 59.ALL PLUMBING ROUGH -IN TO BE NEW AND PIPING TO THE DEMISED PREMISES SHALL BE EXTENDED TO THE POINT OF CONNECTIONS BY THE CONTRACTOR AS NECESSARY AND SHOWN ON CONTRACT DOCUMENTS. GENERAL CONTRACTOR TO FIELD VERIFY THAT THESE UTILITY LINES ARE AT OR ADJACENT TO TENANT'S SPACE AS NOTED AND AT THE SIZE SPECIFIED, BASED ON GENERAL CONTRACTOR'S OR SUBCONTRACTORS PRE-BID REVIEW OF PREMISES. IF THE UTILITIES ARE NOT IN LOCATIONS AS NOTED ON THE CONTRACT DOCUMENTS OR OF A SIZE LARGER OR SMALLER THAN NOTED, THIS CONTRACTOR IS TO MODIFY THE SERVICE ACCORDINGLY WITH EITHER NEW POPE AND FITTINGS EXTENDING BACK TO LANDLORD'S WATER CONNECTION POINT, AND INCLUDE SUCH COSTS IN THE BID TO THE TENANT. 60. THE GENERAL CONTRACTOR'S FIXTURE CONTRACTORS SHALL PROVIDE MILLWORK SHOP DRAWINGS OF ALL MILLWORK AND FIXTURES FOR REVIEW AND APPROVAL BY TENANT PRIOR TO START OF INSTALLATION (WHEN APPLICABLE). IT IS NOT THE TENANTS ARCHITECT'S RESPONSIBILITY TO FOLLOW UP ON THESE OR ANY OTHER REQUIRED SHOP DRAWINGS. 61. GENERAL CONTRACTOR SHALL PERFORM ALL LEASEHOLD IMPROVEMENTS AND FURNISH AND INSTALL ALL FIXTURE, UTILIZING SPECIFIED FIXTURE CONTRACTORS, AS NOTED. 62. THE GENERAL CONTRACTOR SHALL SUPPLY ALL NECESSARY GROUNDS AND BLOCKING FOR ALL MILLWORK AND FIXTURES, FITTINGS AND EQUIPMENT AS REQUIRED. CONTACT FIXTURE CONTRACTOR FOR SPECIFIC REQUIREMENTS. 63. ALL EQUIPMENT, MILLWORK AND FIXTURES SUPPLIED BY THE TENANT TO BE UNLOADED, ASSEMBLED AND INSTALLED BY THE GENERAL CONTRACTOR. 64. THE PROPER RECEIPT AND INVENTORY OF ALL NEW MATERIALS AND EQUIPMENT AT THE JOB SITE IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR, AND / OR ITS SUBCONTRACTOR (IF ANY). SECURE AND SAFE STORAGE OF ALL NEW AND EXISTING MATERIALS AND EQUIPMENT TO REMAIN (IF ANY) WILL BE PROVIDED BY THE GENERAL CONTRACTOR. GENERAL CONTRACTOR TO IMMEDIATELY ADVISE TENANT OR TENANT'S REPRESENTATIVE OF ALL DAMAGED OR DEFICIENT SHIPMENTS OF MATERIALS AND EQUIPMENT, WHETHER SUPPLIED BY TENANT OR DIRECTLY BY CONTRACTOR OR IT'S SUPPLIERS. GENERAL CONTRACTOR TO COMPLETE AND SUBMIT ALL NECESSARY PAPERWORK AND ARRANGE INSPECTIONS OF DAMAGED GOODS AS PER TENANT CONSTRUCTION DEPT.. REQUIREMENTS. NOTIFY TENANT, OR TENANTS REPRESENTATIVE OF ANY POSSIBLE DELAYS. INCOMPLETE ORDERS AND DELAYS ARE TO BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE SUPPLIER AND THE TENANT. SUBMIT CONFIRMATION OF ALL ORDERS, DELIVERY DATES, AND A FULL WRITTEN SCHEDULE TO TENANT. 65. THE GENERAL CONTRACTOR SHALL UNLOAD, PROTECT AND INSTALL TENANTS SPECIFIED EQUIPMENT, FIXTURES AND FURNISHINGS. 66. ALL NEW STORE ENTRY GLASS AND DOORS, STOREFRONT AND INTERIOR GLAZING, IF APPLICABLE, MUST COMPLY WITH ALL APPLICABLE CODES, LANDLORD'S CRITERIA, LANDLORD'S AND TENANT'S CONTRACT DOCUMENTS AND SAFETY GLAZING STANDARDS. GENERAL CONTRACTOR TO VERIFY IN FIELD ALL EXISTING GLAZING TO REMAIN MEETS OR EXCEEDS SUCH CODES, STANDARDS, ETC. INCLUDING BUT NOT LIMITED TO TYPE, SUPPORT, FRAMING METHODS, ETC. AND UPGRADE IF OR AS REQUIRED. ALL STOREFRONTS TO BE INSTALLED BY GLAZING SUBCONTRACTORS CAREFULLY FOLLOWING REQUIREMENTS AND DETAILS FOR DESIGN AGAINST WIND LOAD CONSIDERATIONS, EVEN THOUGH SUCH INSTALLATION OF STOREFRONT GLAZING MAY BE IN AN ENCLOSED BUILDING. GENERAL CONTRACTOR TO VERIFY EXISTING STRUCTURAL SUPPORT / HANGING CONDITIONS FOR STOREFRONT AND IF STRUCTURAL SPANS ABOVE FOR SUCH HANGING EXCEED NORMAL HANGING SUPPORT DETAILS OR SPAN AND / OR WIND LOAD CALCULATIONS ARE REQUIRED DUE TO LOCAL BUILDING DEPARTMENT REQUIREMENTS, THIS CONTRACTOR IS TO HIRE A LOCAL STRUCTURAL CONSULTANT TO DESIGN SUCH SUPPORT SYSTEM HANGERS AND COMPLETE ALL STRUCTURAL CALCULATIONS / DRAWINGS IN THOSE AREAS WHERE SUCH INFORMATION IS REQUIRED AND TO INCLUDE SUCH COSTS IN THE BID TO THE TENANT. 67. ANY SUBSTITUTIONS OF FINISH MATERIALS MUST BE APPROVED BY THE TENANT IN WRITING. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR SUBMITTING TWO (2) SAMPLES OF EACH PROPOSED SUBSTITUTION. 68. ALL CONCRETE FLOOR SLABS AND / OR FILLING IN OF DEPRESSED FLOOR AREAS LEVEL WITH CONCRETE OR OTHER APPROVED MATERIALS WILL BE COMPLETED BY THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR OT INCLUDE MISCELLANEOUS STEEL FRAMING AND METAL DECK (IF APPLICABLE) AND CONCRETE INSTALLATION. ALL FLOOR SLAB PENETRATIONS SHALL HAVE WATERTIGHT SLEEVES EXTENDING A MINIMUM 4" A.F.F. AND MUST BE INSTALLED PER LANDLORD'S CRITERIA. CONCRETE SLABS MAY ONLY BE CORED DRILLED / SAW CUT, IF CONTRACTOR IS REQUIRED TO PENETRATE SUCH SLAB ABOVE, BELOW OR ADJACENT TO TENANT'S SPACE. COORDINATION AND APPROVAL BY THE LANDLORD WILL BE NECESSARY PRIOR TO CORE DRILLING / SAWCUTTING. IF THIS IS A STRUCTURAL SLAB THEN ANY AND ALL PENETRATIONS THROUGH SLAB MUST BE COORDINATED WITH THE LANDLORD'S REPRESENTATIVE PRIOR TO STARTING WORK. GENERAL CONTRACTOR AND / OR IT'S PLUMBING / ELECTRICAL SUBCONTRACTOR WITH LANDLORD'S PRIOR WRITTEN APPROVAL TO CORE DRILL / SAW CUT, (WHICHEVER IS APPLICABLE) CONCRETE SLAB. IF SAW OF THE STRUCTURAL SLAB IS PERMITTED BY THE LANDLORD, MAKE REPAIRS IN ACCORDANCE WITH LANDLORD'S CONSTRUCTION PROCEDURES. SLEEVE AND FIRE SEAL / SAFE ALL PENETRATIONS THROUGH RATED CONSTRUCTION. 69. ALL THE FLOOR FINISHES, WITHIN THE PREMISES, OR AT THE TRANSITION BETWEEN LANDLORD FLOOR FINISHES AND TENANT'S FLOOR FINISHES (AT ENTRY OR REAR DOOR, IF APPLICABLE) ARE TO BE SMOOTH AND LEVEL TO AVOID TRIPPING HAZARDS AND BE WITHIN THE REQUIREMENTS OF BARRIER FREE DESIGN. IF AN EXPANSION JOINT COVER IS REQUIRED, SUCH COVER IS TO BE LEVEL AND SMOOTH WITH TENANT'S FLOOR FINISH ELEVATION AND WILL NOT PROJECT ABOVE SUCH FLOOR FINISH ELEVATION. IF THE EXISTING SLABS ARE NOT LEVEL, THE GENERAL CONTRACTOR IS REQUIRED TO COMPLETE EXTENSIVE FLASH PATCHING THROUGHOUT TO OBTAIN A SMOOTH AND LEVEL CONCRETE SLAB. 70. SHOULD AN EXPANSION JOINT OCCUR IN THE LEASED PREMISES, GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION AFFECTED BY SUCH JOINT, INCLUDING FURNISHING AND INSTALLING A LEVEL, SLAB HEIGHT EXPANSION JOINT COVER, INCLUDING FLOOR, WALLS AND CEILING. GENERAL CONTRACTOR SHALL MAINTAIN INTEGRITY OF ALL SUCH EXPANSION JOINTS IN A MANNER CONSISTENT WITH ACCEPTABLE CONSTRUCTION DESIGN PRACTICES. 71. ANY SCAFFOLDING, SAFETY RAILINGS, BARRICADES AND / OR PROTECTION DEVICES REQUIRED FOR THE PROJECT WILL BE FURNISHED AND PAID FOR BY THE GENERAL CONTRACTOR AS PART OF THE BASE BID, PROTECTION OF WORK IN PLACE - WORK IN PLACE THAT IS SUBJECT TO DAMAGE BECAUSE OF OPERATIONS BEING CARRIED ON ADJACENT THERE TO SHALL BE COVERED, BOARDED UP, OR SUBSTANTIALLY ENCLOSED WITH ADEQUATE PROTECTION. ALL FORMS OF PROTECTION SHALL BE CONSTRUCTED IN A MANNER SUCH THAT, UPON COMPLETION, THE ENTIRE WORK WILL BE DELIVERED TO THE OWNER IN PROPER, WHOLE, AND UNBLEMISHED CONDITION. brb o RECEIVED CITY OF TUKWILA JUL 12 2011 PERMIT CENTER DATE: 07.07.17 JOB NO: 1617 DRAWN: STAFF CHECKED: CM 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 0 w 0 0 4 ) 0 0 SOUTHCENTFR SOUTHCENTER 8897 COT[ i1r17 iV)O ( P itl STTATE OF c/iii;t,�drou REVISIONS N Ld F - REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 8 2017 00 00 00 0 Ld 1- pLU C City of Tukwila BUILDING DIVISION GENERAL NOTES SHEET NUMBER A-001 RESPONSIBILITY SCHEDULE PRE -CONSTRUCTION LANDLORD TENANT G.C. TENANT VENDOR FURNISHED INSTALLED FURNISHED INSTALLED FURNISHED INSTALLED REMARKS SITE SURVEY G.0 TO V.I.F ALL CONDITIONS PERMITS AND FEES (CITY / MALL) 0 BARRICADE - IF APPLICABLE - V.I.F. 0 0 BARRICADE GRAPHICS • 0 TRASH REMOVAL/DUMPSTERS 0 0 GENERAL CONSTRUCTION LANDLORD TENANT G.C. TENANT VENDOR FURNISHED INSTALLED FURNISHED INSTALLED FURNISHED INSTALLED REMARKS DEMOLITION • 0 TRENCHING / CORING EXISTING SLAB (IF APPLICABLE) • 0 DEMISING WALLS - STUDS (IF APPLICABLE) 0 0 V.I.F. DEMISING WALLS - GYP. BD. 0 0 V.I.F. MAY ALREADY BE INSTALLED INTERIOR WALLS -STUDS 0 0 INTERIOR WALLS - GYP. BD. 0 0 CARPENTRY - ROUGH / FINISH • 0 BLOCKING AND FURRING 0 0 SALES / COMMON AREA ACT CEILING AND GRID 0 0 SALES AREA DRYWALL CEILING APPLICABLE FRAMING 0 0 MIRRORS 0 0 OWNER TO PROVIDE/ GC INSTALL DOORS AND FRAMES 0 0 DOOR HARDWARE 0 • PAINTING 0 0 FLOOR PREPARATION 0 0 FLOOR PROTECTION • • VINYL BASE 0 0 SALES AREA FLOORING • 0 RESTROOM FLOORING (IF APPLICABLE) 0 0 STOCKROOM FLOORING (IF APPLICABLE) • 0 CARPET / WALK OFF MAT (IF APPLICABLE) 0 0 FIRE EXTINGUISHERS 0 0 MECHANICAL LANDLORD TENANT G.C. TENANT VENDOR FURNISHED INSTALLED FURNISHED INSTALLED FURNISHED INSTALLED REMARKS HVAC UNITS 0 0 ROOF WORK N/A - VAV SYSTEM HVAC UNIT CURB N/A - VAV SYSTEM HVAC DISTRIBUTION (DUCTWORK, DIFFUSERS, ETC) 0 0 AIR BALANCING 0 0 EXHAUST FAN AND VENTING 0 0 RETURN AIR GRILLS • 0 FIRE DETECTION (SMOKE / HEAT) 0 0 SMOKE EVACUATION SYSTEM 0 0 FIRE SPRINKLER SHUT OFF 0 • SPRINKLER SYSTEM MODIFICATIONS 0 0 PLUMBING FIXTURES 0 0 WATER & SEWAGE STUB - PIPING 0 0 EXISTING "STUBS" TO REMAIN ELECTRICAL LANDLORD TENANT G.C. TENANT VENDOR FURNISHED INSTALLED FURNISHED INSTALLED FURNISHED INSTALLED REMARKS ELECTRICAL SERVICE 0 0 GAS SERVICE / PIPING NOT APPLICABLE METER SOCKETS • 0 ELECTRICAL PANELS 0 0 TRANSFORMERS • • MAIN SIGN WHIP 0 0 WIRING, CIRCUITING, RECEPTACLE, SWITCHES, ETC. 0 0 ELECTRICAL CONTROL SYSTEMS (TIME CLOCK, ETC.) 0 0 EMERGENCY LIGHTING / EXIT LIGHTING 0 0 LIGHT FIXTURES (SALES FLOOR ONLY) 0 0 LAMPS (SALES FLOOR ONLY) 0 0 CASH WRAP WIRING 0 0 FIRE ALARM SYSTEMS 0 0 TELCOM / DATA WIRING 0 0 CONDUIT • • POS / TELEPHONE SYSTEM WIRING 0 0 LUSH TO INSTALL PHONE ONLY SOUND SYSTEM 0 0 CEILING MOUNTED PEOPLE COUNTER WIRING 0 • LUSH TO INSTALL COUNTER ONLY CEILING MOUNTED SPEAKERS • 0 CEILING MOUNTED LIGHT BOX 0 0 CEILING MOUNTED GRILL 0 0 GC TO PROVIDE CLG. MTD. GRILL FIXTURES / FURNISHINGS LANDLORD TENANT G.C. TENANT VENDOR FURNISHED INSTALLED FURNISHED INSTALLED FURNISHED INSTALLED REMARKS WALL STANDARDS 0 0 MILLWORK 0 0 CASHWRAP / BACKWRAP 0 • FLOOR FIXTURE PLACEMENT / ASSEMBLY 0 0 STOCK ROOM HEAVY DUTY SHELVING • 0 PIPP SHELVING TOILET ROOM ACCESSORIES (IF APPLICABLE) 0 0 WALL MOUNTED SHELVES (DOES NOT INCLUDE STOCK ROOM SHELVE S) 0 0 DEMO SINKS AND FAUCETS • 0 RESPONSIBILITY SCHEDULE CONT. STOREFRONT LANDLORD TENANT G.C. TENANT VENDOR FURNISHED INSTALLED FURNISHED INSTALLED FURNISHED INSTALLED REMARKS STORE FRONT SIGNAGE 0 0 OTHER SIGNAGE 0 0 LANDLORD BULKHEAD AND U -CHANNELS 0 0 LL BULKHEAD IS EXISTING STORE FRONT SYSTEM STORE FRONT GLASS 0 • STORE FRONT DOORS AND HARDWARE • STORE FRONT METAL PANELS • 1 POST CONSTRUCTION LANDLORD TENANT G.C. TENANT VENDOR FURNISHED INSTALLED FURNISHED INSTALLED FURNISHED INSTALLED REMARKS FINAL CLEAN UP / READY FOR OCCUPANCY 0 0 POST CONSTRUCTION DUMPSTERS 0 0 TCO/CO 0 0 CERTIFIED AS M/E/P/FT BUILT SUBMITTALS 0 0 WARRANTIES • • OPERATION MANUALS 0 0 LANDLORD COMMENTS: 1. ANY AND ALL WORK IS AT TENANTS EXPENSE. IF NOT EXISTING, TENANT IS TO PROVIDE AT TENANTS EXPENSE. LANDLORD (WESTFIELD) RESPONSIBLE FOR NO WORK NOR EXPENSE. LUSH CD WASTE MANAGEMENT TRACKING FORM: PURPOSE: To measure the quantity of construction and demolition materials that are diverted away from the landfill by re -use or recycling. GUIDANCE a vim; .'. .h:, All out an the yellow and green squares i"'• Z. 2 ar> \..•� is \s ao • ,. material found \ \ \ t •\ \. .. e\ x. 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F �,b a , C < Z1'1 Z"\`iC: , 2 orn bv.,Y 2 P,$, .g \4r <` <•Y \ `\ ,•\< t. ? .r \\•G2 ?2C.0\\,. act x. ao,,,,a\:w-2.\:`\.\ $\o. 3'. :.::>\: :t3\ ai Z a iC �> ? >?\.\..t.♦-f:a<t� \,a i i \, 3 i •i.;�_:? t.. \.3Z=<P. is\•. isvo.(.ihave a„\a.aticket , 2c.)♦,i <\ \\,i\,\\a\k♦ 4 \\ Z\�t from a ♦ .facility .\ that Y\can easily match \ s Z ef:g\. to .\i\:" `:i♦..,\,♦, :,. _ :.. ,, .,\:?„ .,, ,, ; .`,,:: , yr o\ :: this i `!) , \\\`\\. \ you `„\ take `•� j \ ,\ \t `\ l i\\ \"r e 2 d to <``♦ hi :\``„�.` f�"e \: (PHOTOS) �.. r attach t `i a`.•: tor i ,, `i when �`\a` i 2 2 i \ \2i �a.i .. ohoto': 2 2(a ,\a \\ \` Ct, \ \ ,,. ;fit\,• \,.,„ �.�.„ ,i- i.' .\ 2. �, \, C \ . \, \, , �, s. ? \, „\,. ♦,. , . , \., tab Z„ \,. , .., , ?,,. .,. \:. i.. \. , . , .,: . i. i. `2 them , 2 i C t`? , you w i C: 22 a °:i\.t it. t i i i . \ \¢\ \ai\ \ > C.,xx \ '\ \ ix?a.>i.�„2 2.ax a\ \ Z . . �\ ♦ \\,_. Z Cie i's) the source o the 6,$eigi. \ dabsa?t > - \. \ \ i\'\ t; to - verify=,i tc:, data a v, • _\\� � �� � t`. \i�\C\ \.♦,, \.f �i? \> . C\=� �,� -♦,: \ a .N♦ Date: Shop nanie Province/State: GC Contractor Sub demo contractor: Type of Project: Lx♦"+,\., iC♦:e ifd:.\P`i� C`x`i ,<i i•\ `r. Material Recycled, Landfilled, Donated? Where? (Company or Facility) Weight kg/fibs Volume (cubic yards) ska Source of weight data (e.g. scale ticket) Ticket Number Drywall/Gypsum Steel Aluminum Electrical waste Glass Flooring Wood Vinyl Walls Stone Tile Composite Wood Vinyl Ceramics Porcelain (sink, toilet) Ceiling tiles Furniture* Concrete Cardboard Plastic and polystyrene Other recyciiing** Other mixed landfill*** *Furniture (description and destination) **Other recycling (describe materials) ***Other mixed landfill (describe materials) brui RECEIVED CITY OF TUKWILA JUL 12 2017 PERMIT CENTER DATE: 07.07.17 JOB NO: 1617 DRAWN: STAFF CHECKED: CM 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 0 0 0 C� SOUTHCE\TER SOUTHCENTER LL Vt\'',- 8897 REGISTERED , A'RI:HITECT � v —7 —II CORTLAND MOROAN STATE OF WASHINGTON REVISIONS 00 00 00 I_LI IAI �J d F- 1 0 11 —lot REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 8 2017 City of Tukwila BUILDING DIVISION RESPONSIBILITY SCHEDULE SHEET NUMBER A-002 NOTE: NOT ALL PARTITION TYPES USED, SEE CONSTRUCTION PLAN FOR INFORMATION EXISTING DECK FIRE SAFING INSUL. W/ FIRE STOP SEALANT BOTH SIDES RUNNER CHANNEL FASTENED TO DECK - DO NOT SECURE STUDS OR GYP. BD. TO TRACK LEG CEILING AS SCHEDULED, SEE RCP FOR INFO ONE LAYER OF FIRE RATED 5/8" THK. GYP. BD. BOTH SIDES OF 6" METAL STUDS @ 16" O.C. (25 GA.) EXTEND TO UNDERSIDE OF STRUCTURE ABOVE. (BRACE AS REQ'D) DEMISING WALLS TO HAVE 1 -HOUR CONSTRUCTION. REFERENCE UL -U419 FOR RATED WALL ASSEMBLY EXISTING WALL RUNNER CHANNEL FASTED TO FLOOR HILTI X -U PINS @ 12" O.C. BASE AS SCHEDULED NOTE: EXISTING WALL SHOWN FOR REFERENCE ONLY 0 INSTALL (1) LAYER TYPE 'X' GYP. BD. OVER EXISTING STUDS ON TCP SIDE ONLY PARTITION TYPE SCALE: 1. =1'-0" EXISTING DECK x BRACE TO EXISTING CONSTRUCTION AT TOP OF WALL - BRACE TO EXISTING CONSTRUCTION AT MID -HEIGHT x 3 8" 20 GA. METAL STUDS AT 16" O.C. TO DECK ABOVE INSTALL (1) LAYER 8" TYPE 'X' GYP. BD. BASE AS SCHEDULED BZ SIMILAR TO PARTITION TYPE B USE 1 5/8" 20 GA. MTL STUDS CI SIMILAR TO PARTITION TYPE B USE 6" 20 GA. MTL STUDS PARTITION TYPE SCALE: z" = 1'-0" EXISTING DECK FASTEN TRACK 36, INSTALL BD. BOTH SID DS AT 16" O.C. R 8" TYPE 'X' GYP. 5" NOMINAL E AS SCHEDULED C6 SIMILAR TO PATITION TYPE C V USE 6" METAL STUDS 0 SIMILAR TO PATITION TYPE C USE 21/2" METAL STUDS PARTITION TYPE SCALE: z" = 1'-0" EXISTING DECK EXTEND EVERY 3R DECK E CLG. 20 INSTALL BD. BOTH SID PE D: E 3 8' METAL STUDS AT 16" O.C. ' TYPE 'X' GYP. P USE 6" '" L STUDS AS SCHEDULED 5" NOMINAL 7'-n" ACTUAL AT PARTITION TYPE "D6" 7" NOMINAL AT PARTITION TYPE "D6" 0 SIMILAR TO PARTITION TYPE D USE 6" METAL STUDS PARTITION TYPE SCALE: 2" = 1'-0" %0 KICKER - 45 DEGREES MIN. 5" NOMINAL CEILING AS SCHEDULED, SEE RCP FOR INFO EXTEND GYP.BD. 6" ABOVE CLG. (TYP.) 20 GA. METAL STUDS AT 16" O.C. INSTALL (1) LAYER 8" TYPE 'X' GYP. BD. BOTH SIDES BASE AS SCHEDULED HILTI X -U PINS @ 12" O.C. - LARR #25675 7 4" ACTUAL AT PARTITION TYPE "E6" 7" NOMINAL AT PARTITION TYPE "E6" E6 SIMILAR TO PARTITION TYPE E USE 6" METAL STUDS PARTITION TYPE SCALE: CEILING AS SCHEDULED, SEE RCP FOR INFO REFERENCE CONSTRUCTION PLAN FOR WALL HEIGHT AND WALL FINISHES 20 GA. METAL STUDS AT 16" O.C. INSTALL (1) LAYER 8" TYPE 'X' GYP. BD. BOTH SIDES HILTI X -U PINS @ 12" O.C. BASE AS SCHEDULED F1 SIMILAR TO PARTITION TYPE F USE 21/2" METAL STUDS PARTITION TYPE SCALE: " =1'-0" 0 STUD TRACK # 10 SCREW(S) THROUGH FLANGES HILTI X -U POWER DRIVEN FASTENERS 0 12 0.C. TYP. WALL TO FLOOR ATTAC H M E N T scale: 4" = 1'-0" CEILING LINE AS OCCURS TOP OF WALL WALL BRACE AS REQUIRED. SEE NOTES. IF BRACE LENGTH EXCEEDS 6'-0" PROVIDE LATERAL BRIDGING OR ADD BRACE TO OPPOSITE SIDE. SECURE TO TOP TRADE AND STRUCTURE WITH 2-#8 SCREWS. 22 GAGE TOP TRACK CONTINUOUS MINIMUM (MATCH WALL STUD GAGE) WALL STUD PER TABLE WALL HEIGHT MINIMUM STUD @ 24" O.C. MINIMUM STUD @ 16" O.C. UP TO 10'-0" 362S125-25 362S125-25 UP TO 13'-0" 362S125-20 362S125-22 UP TO 16'-O" 400S125-16 600S125-22 400S125-22 600S125-22 UP TO 20'-0" 600S125-20 400S125-16 600S125-22 25 TYP CAL I \TRIM PAST TIO\ WALL HEIGHT BRACE SPACING UP TO 10'-0" 8'-O" OC UP TO 13'-0" 6'-0" OC UP TO 16'-0" 5-0" OC UP TO 20'-0" 4'-O" OC NOTES: 1. THIS DETAIL APPLIES TO INTERIOR NON BEARING, PARTITION WALLS TYPICALLY USED FOR TENANT IMPROVEMENTS WHERE THE CEILING IS HUNG. 2. AT DRYWALL CEILINGS PROVIDE JOISTS PER ALTERNATE DETAIL. BRACING IS NOT REQUIRED WHERE CEILING BRACES TOP OF WALL. 3. TYPICAL CONSTRUCTION REQUIRES WALL STUDS SPACED PER TABLE WITH TOP AND BOTTOM TRACK TO MATCH STUD MATERIAL WITH 2-#8 SCREWS TO EACH STUD. BOTTOM TRACK TO BE FASTENED TO CONCRETE WITH 9/64" LOW VELOCITY SHOT PIN WITH 1" MINIMUM PENETRATION OR #10x1 1/2" SCREW AT 16" O.C. AT WOOD. 4. BRIDGE STUDS AS REQUIRED BY STUD MANUFACTURER. 5. BRACE TOP OF WALL PER TABLE BELOW. SEE ALSO NOTE #5 BELOW. BRACE NOT REQUIRED AT WALLS SHORTER THAN BRACE SPACING PROVIDED PERPENDICULAR WALLS ARE PRESENT TO SUPPORT WALL LENGTH. BRACE END OF WALL NOT SUPPORTED BY PERPENDICULAR WALL CORNER. 6. BRACE TOP OF WALL USING STUD TO MATCH. 7. BRACE NOT REQUIRED WHERE TOP OF WALL IS SECURED TO STRUCTURE. WHERE STRUCTURE MAY DEFLECT A TOP TRACK ASSEMBLY WHICH ALLOWS SLIP SHALL BE PROVIDED. CONTRACTOR TO SUBMIT ASSEMBLY FOR APPROVAL. 8. SEE GENERAL STRUCTURAL NOTES FOR MATERIALS. RAvI\G SCALE: NONE TYPICAL INTERIOR PARTITION FRAMING scale: 4" = 1'-0" PARTITION TYPE NOTES 1. ALL GYPSUM BOARD TO BE 8" TYPE 'X' UNLESS NOTED OTHERWISE. 2. GYPSUM BOARD HEIGHTS: a. CONTINUE GYPSUM BOARD TO 6" MINIMUM ABOVE CEILING. b. WHERE NO CEILING IS PROVIDED. RUN GYPSUM BOARD 6" ABOVE ADJACENT ROOM CEILING HEIGHT (12'-0" MIN.). c. IF A JANITOR'S CLOSET OR ELECTRIC ROOM ARE PRESENT AND DO NOT HAVE A FINISHED CEILING, RUN GYPSUM BOARD UP TO 12'-0" A.F.F. 3. ALL GYPSUM BOARD TAPED AND SPACKLED (3) COATS AND PRIMED FOR LEVEL 3 FINISH AT ALL VISIBLE AREAS, LEVEL 2 FINISH BEHIND WALL PANELS AND OTHER AREAS NOT VISIBLE TO PUBLIC (LEVEL 4 FINISH AT DISPLAY WINDOW AREA ONLY). 4. INSTALL WATER RESISTANT GYPSUM BOARD IN TOILET ROOMS, JANITOR'S CLOSET AND AT WALL BEHIND / IMMEDIATELY ADJACENT TO DRINKING FOUNTAIN. 5. ALL WOOD BLOCKING (IF ALLOWED BY CODE) FOR STANDARDS, SHELVING AND IN STOREFRONT TO BE FIRE RETARDANT. 6. ALL PLYWOOD OR MDF TO BE FIRE RETARDANT. 7. IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO PROVIDE HORIZONTAL SOLID WOOD BLOCKING AS REQUIRED FOR SUPPORT OF ANY WALL HUNG FIXTURES - ALL FIXTURE BLOCKING MUST MEET STATE AND LOCAL CODE APPROVAL FOR MAXIMUM WEIGHT SUPPORT (P.S.I.) PER SQUARE INCH. 8. ALL DIMENSIONS ARE TAKEN FROM LEASE LINE. GENERAL CONTRACTOR TO LAYOUT SPACE FROM THE LEASE LINE AND NOTIFY THE DESIGN CONSULTANT OF ANY DESCREPANCIES. 9. PROTECTION OF JOINTS PENETRATIONS IN FIRE -RATED ASSEMBLIES SHALL NOT BE CONCEALED FROM VIEW UNTIL INSPECTED AND APPROVED BY LOCAL GOVERNING CODE AUTHORITY. brh,o0/ RECEIVED CITY OF TUKWILA JUL 12 2011 PERMIT CENTER DATE: 07.07.17 JOB NO: 1617 DRAWN: STAFF CHECKED: CM 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 0 0 C� 0 1:1 LLu� 8897 00 REGISTERED ARCHITECT —1 7 CORTLAND MORGAN STATE OF WASHINGTON REVISIONS REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 8 2017 City of Tukwila BUILDING DIVISION PARTITION TYPES SHEET NUMBER A-003 DATE: 07.07.17 JOB NO: 1617 DRAWN: STAFF CHECKED: CM 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 0 0 w U 0 - SOUTHCENTFR 8897 00 Els;;} is 3Efl ARCM TECT •• —17 COH-,•f l../ M) MORGAN 1 STATE S (i ' rii3I3I1 e ��� REVISIONS 00 00 00 Ld J 1 II II REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 8 2017 City of Tukwila CEILING DETAILS SHEET NUMBER A-004 1. 12 GA. SPACING 2. PROVIDE WITHIN IS LEAST, WHICH BE USED 3. PROVIDE TO MAIN REQUIRED THAT 4. CEILING CEILING RUN DIAGONALLY RUNNERS 5. AT THE CONNECTED RUNNERS GA. WIRE WHERE IS 12" 6. PROVIDE EACH EXCEED CAUSING WITHOUT 7. FASTEN WITH OR BRACING MANNER DIRECTION WHERE INCH TIGHT 8. SEPARATE UNBRACED ITEMS, TO HANGER 9. ATTACH FORCE 10. FLUSH LESS DUTY SAFETY THE STRUCTURE WIRES OR SERVICES NOT LESS STRUCTURE TAUT CAPABLE 11. ALL GRID WIRES 12. SUPPORT WHICH STRUCTURE RUNNER ARE 8 13. SUPPORT ABOVE CAPABLE SPECIAL 14. USE 15. ALL ROOF/CEILING SPRINKLER TILE, IN 16. A AT PERIMETER SHALL APPROVED LATERAL (MIN) HANGER WIRE MAY BE USED FOR UP TO AND INCLUDING 4'-0" X 4'-0" GRID ALONG MAIN RUNNERS. 12 GA. HANGER WIRES AT THE ENDS OF ALL MAIN AND CROSS RUNNERS 8" FROM THE SUPPORT OR WITHIN a OF THE LENGTH OF THE END TEE, WHICHEVER FOR THE PERIMETER OF THE CEILING AREA. END CONNECTIONS FOR RUNNERS ARE DESIGNED AND DETAILED TO RESIST THE APPLIED HORIZONTAL FORCES MAY IN LIEU OF THE 12 GA. HANGER WIRES. TRAPEZE OR OTHER SUPPLEMENTARY SUPPORT MEMBERS AT OBSTRUCTIONS HANGER SPACING. PROVIDE ADDITIONAL HANGERS, STRUTS OR BRACES AS AT ALL CEILING BREAKS, SOFFITS OR DISCONTINUOUS AREAS. HANGER WIRES ARE MORE THAN 1 IN 6 OUT OF PLUMB ARE TO HAVE COUNTER -SLOPING WIRES. GRID MEMBERS MAY BE ATTACHED TO NOT MORE THAN 2 ADJACENT WALLS. GRID MEMBERS SHOULD BE AT LEAST z INCH FREE OF OTHER WALLS. IF WALLS TO CEILING GRID SYSTEM RUNNERS, ONE END OF MAIN AND CROSS SHOULD BE FREE AND A MINIMUM OF 2 INCH CLEAR OF WALL. PERIMETER OF THE CEILING AREA WHERE MAIN OR CROSS RUNNERS ARE NOT TO THE ADJACENT WALL, PROVIDE INTERCONNECTION BETWEEN THE AT THE FREE END TO PREVENT LATERAL SPREADING. A METAL STRUT OR A 16 WITH A POSITIVE MECHANICAL CONNECTION TO THE RUNNER MAY BE USED. THE PERPENDICULAR DISTANCE FROM THE WALL TO THE FIRST PARALLEL RUNNER OR LESS, THIS INTERLOCK IS NOT REQUIRED. SETS OF FOUR 12 GA. SPLAYED BRACING WIRES ORIENTED 90 DEGREES FROM OTHER AT THE FOLLOWING SPACING: THE SLOPE OF THESE WIRES SHOULD NOT 45 DEGREES FROM THE PLANE OF THE CEILING AND SHOULD BE TAUT WITHOUT THE CEILING TO LIFT. SPLICES IN BRACING WIRES ARE NOT TO BE PERMITTED SPECIAL APPROVAL FROM OWNER'S REPRESENTATIVE. HANGER WIRES WITH NOT LESS THAN 3 TIGHT TURNS. FASTEN BRACING WIRES 4 TIGHT TURNS. MAKE ALL TIGHT TURNS WITHIN A DISTANCE OF 1 1 INCHES. HANGER WIRE ANCHORS TO THE STRUCTURE SHOULD BE INSTALLED IN SUCH A THAT THE DIRECTION OF THE WIRE ALIGNS AS CLOSELY AS POSSIBLE WITH THE OF THE FORCES ACTING ON THE WIRE. NOTE: WIRE TURNS MADE BY MACHINE BOTH STRANDS HAVE BEEN DEFORMED OR BENT IN WRAPPING CAN WAIVE THE 1 2 REQUIREMENT, BUT THE NUMBER OR TURNS SHOULD BE MAINTAINED, AND BE AS AS POSSIBLE. ALL CEILING HANGING AND BRACING WIRES AT LEAST 6 INCHES FROM ALL DUCTS, PIPES, CONDUIT, ETC. IT IS ACCEPTABLE TO ATTACHED LIGHTWEIGHT SUCH AS SINGLE ELECTRICAL CONDUIT NOT EXCEEDING 4INCH NOMINAL DIAMETER, WIRES USING CONNECTORS ACCEPTABLE TO THE OWNER'S REPRESENTATIVE. ALL LIGHT FIXTURES TO THE CEILING GRID RUNNERS TO RESIST A HORIZONTAL EQUAL TO THE WEIGHT OF THE FIXTURES. OR RECESSED LIGHT FIXTURES AND AIR TERMINALS OR SERVICES WEIGHING THAN 56 POUNDS MAY BE SUPPORTED DIRECTLY ON THE RUNNERS OF A HEAVY GRID SYSTEM BUT, IN ADDITION, THEY MUST HAVE A MINIMUM OF TWO 12 GA. SLACK WIRES ATTACHED TO THE FIXTURE AT DIAGONAL CORNERS AND ANCHORED TO ABOVE. ALL 4'-0" X 4'-0" LIGHT FIXTURES MUST HAVE SLACK SAFETY AT EACH CORNER. ALL FLUSH OR RECESSED LIGHT FIXTURES AND AIR TERMINALS WEIGHING 56 POUNDS OR MORE MUST BE INDEPENDENTLY SUPPORTED BY THAN 4 TAUT 12 GA. WIRES EACH ATTACHED TO THE FIXTURE AND TO THE ABOVE REGARDLESS OF THE TYPE OF CEILING GRID SYSTEM USED. THE 4 12 GA. WIRES INCLUDING THEIR ATTACHMENT TO THE STRUCTURE ABOVE MUST BE OF SUPPORTING 4 TIMES THE WEIGHT OF THE UNIT. FIXTURES AND AIR TERMINALS OR SERVICES SUPPORTED ON INTERMEDIATE DUTY SYSTEMS MUST BE INDEPENDENTLY SUPPORTED BY NOT LESS THAN 4 TAUT 12 GA. EACH ATTACHED TO THE FIXTURE OR TERMINAL AND TO THE STRUCTURE ABOVE. SURFACE MOUNTED LIGHT FIXTURES BY AT LEAST TWO POSITIVE DEVICES SURROUND THE CEILING RUNNER AND WHICH ARE EACH SUPPORTED FROM THE ABOVE BY A 12 GA. SPRING CLIPS OR CLAMPS THAT CONNECT ONLY TO THE ARE NOT ACCEPTABLE. PROVIDE ADDITIONAL SUPPORTS WHEN LIGHT FIXTURES FEET OR LONGER. PENDANT MOUNTED LIGHT FIXTURES DIRECTLY FROM THE STRUCTURE WITH HANGER WIRES OR CABLES PASSING THROUGH EACH PENDANT HANGER AND OF SUPPORTING 4 TIMES THE WEIGHT OF THE FIXTURE (SEE ALSO NOTE 9). DETAILS ARE NECESSARY FOR THIS CONDITION AT THE CEILING GRID. HEAVY DUTY TBARGRID SYSTEM SPRINKLER HEADS (DROPS) EXCEPT FIRE -RESISTANCE -RATED FLOOR/CEILING OR ASSEMBLIES, SHALL BE DESIGNED TO ALLOW FOR FREE MOVEMENT OF THE PIPES WITH OVERSIZE RINGS, SLEEVES OR ADAPTORS THROUGH THE CEILING ACCORDANCE WITH SECTION 13.5.6.2.2 OF ASCE 7. MINIMUM WALL ANGLE SIZE OF AT LEAST A TWO INCH HORIZONAL LEG SHALL BE USED WALLS AND INTERIOR FULL HEIGHT PARTITIONS. THE FIRST CEILING TILE MAINTAIN 4" CLEAR FROM THE FINISH WALL SURFACE. CEILING CLIPS WHICH ARE BY ICC AND WHICH PROVIDE SUFFICIENT MOVEMENT DUE TO ANTICIPATED BUILDING DISPLACEMENT MAY BE USED IN LIEU OF LONG LEG ANGLES. RECEIVED CITY OF TUKWILA JUL 12 2017 PERMIT CENTER 8" MAX. HANGER WIRE MIN. 3 TURNS TYP. #10 SELF -TAPPING SCREW EACH STUD \\ /, SADDLE TIE TO MAIN RUNNER W/#16 WIRE PERIMETER CROSS RUNNER scale = 3" = 1'-0" HANGER WIRE MIN. 3 TURNS - TYP. "A" NOTE: REFER TO CEILING SUSPENSION ► 8" MAX. • . BRACING WIRE MIN. 3 TURNS - TYP. MAIN RUNNER 9"- MEMBER "B" NOTES•• ON THIS SHEET #8 X 3/4" SELF -TAPPING MEMBER b - SCREWS TO PREVENT SLIPPAGE OF WIRE TIES, TYP. N 45° COMPRESSION POST, ONE AT EACH SEISMIC BRACE LOCATION MAIN CROSS RUNNER BINTERMEDIATE 8" MAX. / E 45° W SLOT END OF TUBE TO FIT OVER TEE HANGER WIRE, MIN. HANGER WIRE, MIN. 3 3 TURNS, TYP. • TURNS TYP. scale = 3" = 1'-0" #10 S.M.S., BACK TO TYP. TIE W/12 GA. BACK RUNNER CHANNELS FURRING ', HANGER WIRE @ EACH SPLICE f MIN. 3 TURNS TYP. DOUBLE LOOPS CHANNEL HANGER WIRE @ EACH SPLICE MIN. 3 TURNS TYP. WALL ANGLE TO MATCH T—BAR, TYP. SECURE TO T—BAR W/ POP .75" CLR CROSS TEE RIVETS EACH TEE f SPACER WITH HORIZONTAL 6D RINGSHANK NAIL @ FREE SIDES I • ' MAX 2" 45°• 450 12 GA. SPLAY WIRE (4) BRACING IN PLANE OF EA. RUNNER ALL WIRES SECURED TO RUNNERS APPROX. 2" FROM INTERSECTION , I I T ANGLE ATTACH ANGLE TO: A) 18 GA. STUD WI 1-1/4" -1 z ATTACH TO: A) 18 GA. STUD W/ 1 1/4" S 12 B)N HEAD SCREWS 18 GA. STUD W/l--1/4" HI—LO Fixed End MOD. OVAL HEAD Free End PAN HEAD SCREWS B) 18 GA. STUD W/1 1/4" HI LO MOD. OVAL HEAD + + + a--- _! WALL ANGLE TO MATCH T—BAR, TYP. EDGE CONDITION DETAIL STRUCT. MAIN TEE 1" 4" 4" 1" 1'-0" TYP. MAX. LENGTH MEMBER "A" KI/r MEMBER "B" KI/r /4" / / f / / CSPLICING OF GYP. BD. SUSPENDED CEILING 5'-6" 1" O.D. EMT 200 1 1/4" O.D. EMT 157 scale = 3" = 1'-0" 7'-0" 1 1/4" O.D. EMT 200 1 1/2" O.D. EMT 165 scale = 3" = 1'-0" SEISMIC BRACING.� ACOUSTIC CEILING DETAILS 6 GYPSUM BOARD CEILING DETAILS _ scale = as noted scale = as noted scale = NTS IX COMPRESSION POST, SEE LINE OF PERIMETER WALL LINE OF PERIMETER WALL 5A 3A 4'0"* 1.1 4'-0"* -1.1 Fixed Side MAIN RUNNERS 4'-0" ff Fixed Side MAIN RUNNERS: 1 1/2" COLD CHANNELS -ROLLED @ 4' 0" O.C. @ O.C. *� *� 0 x x ,. ,. ,, CROSS RUNNER @ 2'-0" O.C. `4- CROSS RUNNER: 25 GA. 7/8" HAT CHANNELS GYP. BD. `r @ 12 GA. VERTICAL HANGER WIRES 4'-0" CLG. @ 1'-4" O.C. OR 1" C CHANNELS @ PLASTER CLGS. @ 2'-0" O.C. @ O.C. @ 3< EA. MAIN RUNNER % 8 GA. VERTICAL HANGER WIRES 4'-0" O.C. @ @ 12 GA. PERIMETER HANGER AT TERMINAL END OF EA. EA. MAIN RUNNER 1 O -o MAIN RUNNER &CROSS TEE 1 .1 FOUR 12 GA. DIAGONAL WIRE BRACING @ -o x (/) 12 GA. PERIMETER HANGER AT TERMINAL END OF EA. 2" MAX EACH COMPRESSION POST 2" MAX N N p x N MAIN RUNNER & CROSS TEE, U.O.N. LL 4 WAY 45° DIAGONAL 12 GA. WIRE BRACING AND i.L LL T ,-WIRE ' �- 10 BEGINNING COMPRESSION@ 4 0" ONE EVERY 96 SF., FROM PERIMETER 41) L J t " , tr� WALLS. BRACING AND 4 WAY 45° DIAGONAL 12 GA . COMPRESSION 9 4-0" MAX.O FROM PERIMETER BEGINN NG@ 12 GA. MIN. WIRE AT EACH CORNER LIGHT 8" MAX TYP. Free Side WALLS. OF 8" MAX TYP. Free Side FIXTURE 1/2" MAIN RUNNER CHANNEL 1 ADDITIONAL FIXTURE SUPPORT 12 GA. WIRE AT EACH CORNER OF LIGHT CROSS RUNNER HAT CHANNEL FIXTURE AND 2 SLACK WIRES S.E.D. NOTES: 1) * MAX. DISTANCE TO FIRST BRACING POINT. 2) PROVIDE COUNTER SLOPING WIRES FOR VERTICAL HANGER WIRES MORE THAN 6 IN 1 OUT -OF -PLUMB. 3) ATTACH EACH VERTICAL WIRE TO SUPPORT ABOVE & CEILING SUSPENSION MEMBER W/ MIN. OF 3 TIGHT TURNS IN 1 1/2". 4) SECURE DIAGONAL FRAMING WIRE TO MAIN RUNNERS WITH 4 TIGHT TURNS IN 1 1/2". WIRES (2 MIN.) S.E.D. NOTES: 1) * MAX. DISTANCE TO FIRST BRACING POINT. 2) PROVIDE COUNTER SLOPING WIRES FOR VERTICAL HANGER WIRES MORE THAN 6 IN 1 OUT -OF -PLUMB. 3) ATTACH EACH VERTICAL WIRE TO SUPPORT ABOVE & CEILING SUSPENSION MEMBER W/ MIN. OF 3 TIGHT TURNS IN 1 1/2". 4) SECURE DIAGONAL FRAMING WIRE TO MAIN RUNNERS WITH 4 TIGHT TURNS IN 1 1/2". GYP. BD. CEILING COMPRESSION POST AT GYP. BD. CEILING 4 GYPSUM BOARD CEILING SUSPENSION 3 ACOUSTIC CEILING SUSPENSION 2 1 scale = 8" = 1'-0" scale = 8" = 1'-O" scale = NTS DATE: 07.07.17 JOB NO: 1617 DRAWN: STAFF CHECKED: CM 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 0 0 w U 0 - SOUTHCENTFR 8897 00 Els;;} is 3Efl ARCM TECT •• —17 COH-,•f l../ M) MORGAN 1 STATE S (i ' rii3I3I1 e ��� REVISIONS 00 00 00 Ld J 1 II II REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 8 2017 City of Tukwila CEILING DETAILS SHEET NUMBER A-004 LETTERS AND NUMBERS: V.I.F. (SEE NOTES A & B) PROVIDE SECOND SET OF HANDRAILS 1. LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED 1/32" MINIMUM AND SHALL BE SANS -SERIF UPPERCASE CHARACTERS ACCOMPANIED \ AT 24' A.F.F. WHEN CHILDREN ARE PRIMARY USERS. v ! ::•:•:.: •' .`..;: :;: ;: ji/,`/ _:'.',•iiii•i w 5 -O CLEAR ___. 18" 12 1 1/4" TO 1 1 " 1 1 " 1-1/4 1 1/4" " ',:: BY GRADE 2 BRAILLE. 2. RAISED CHARACTERS OR SYMBOLS SHALL BE A MINIMUM OF 5/8" HIGH AND 2" MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER "I". 3. PICTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECLY BELOW THE PICTOGRAM.` THE BORDER DIMENSION OF THE PICTOGRAM SHALL BE A MINIMUM OF `� ;*� ~`\ \\\� �� '\ ti ;. \ 18" MIN. TO 1-1 TO 1 1/2" 1 1/2" TOP LANDING TW=TREAD WIDTH 1'-0" MIN. 1-1�2' / / F /•.. �f - !'i z / %'%' •�,' Z'� ���=:J BTW / , iii " t �~ �r r I 1-1/4" TO • 1-1 ¢" 36" (MIN.) GRAB BAR _ VISUAL WARNING STRIPS SHALL �:::< •�' ::•:•;• TO 1-1 1-1 6" IN HEIGHT. 4. CHARCTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING DISTANCE FROM WHICH THEY ARE TO BE READ. MINIMUM CHARACTER HEIGHT SHALL COMPLY WITH TABLE 703.5.5. VIEWING DISTANCE SHALL BE MEASURED AS THE HORIZONTAL DISTANCE BETWEEN THE CHARACTER AND AN OBSTRUCTION PREVENTING FURTHER APPROACH TOWARDS THE SIGN. CHARACTER HEIGHT SHALL BE BASED ON THE UPPERCASE LETTR" I ". 5. VISUAL CHARACTERS SHALL BE 40" MINIMUM ABOVE THE FINISH FLOOR OR GROUND (EXCEPTION: VISUAL CHARACTERS INDICATING ELEVATOR CAR CONTROLS SHALLSTAIR NOT BE REQUIRED TO COMPLY WITH 703.5.6) INTERNATIONAL ACCESSIBILITY SYMBOL (::::::1 BE 2" MIN. WIDTH & INSTALLED :'' '; '% 30" X `. �� 48" �� �` \ Z d N 42" (MIN.) GRAB BAR 1" MAX. FROM EDGE OF THE i� }'% ---- TYP. % ' ` ///. .•l•-- CLR. CLR. ;"' TOP AND BOTTOM TREADS OF Tw + 12" '/' !� •;'.: :': INTERIOR STAIRS, AND ON ALL TREADS OF EXTERIOR STAIRS. M HANDRAIL GRAB BAR GRAB BAR HANDRAIL % HANDRAIL • I ''%' / ii BOTTOM LANDING I i MIN. CLR. FLR. SPACE \ \ \\ "\ N 48" MIN. WHEN FRONT p A STAIR SECTIONB HANDRAILS AND HANDRAIL DETAILS SCALE \ENTRY \ DOOR OR 60"MINIMUM WHEN SIDE ENTRY DOOR NONE / CLEARANCE NOTES: 6. PICTOGRAMS AND SYMBOLS OF ACCESSIBILITY FIELD/BACKGROUND SHALL HAVE A NON -GLARE FINISH. PICTOGRAMS AND SYMBOLS SHALL CONTRAST WITH THEIR FIELD WITH EITHER A LIGHT PICTOGRAM/SYMBOL ON A DARK FIELD OR A DARK PICTOGRAM/SYMBOL ON A LIGHT FIELD. 7. CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE / , RAISED 32" CLR. A. 28" CLR. BETWEEN LAVATORY AND EDGE OF WATER CLOSET TANK LID WHEN TANK WATER h WHEELCHAIR ACCESS: ri �• 1. MINIMUM CLEAR FLOOR OR GROUND SPACE FOR FORWARD RECESSED FOUNTAINS: �• \' �I 18" MIN. CLEAR, 24" PREFERRED CLOSET OCCURS. B. 28" MIN. CLR. TO EDGE OF BOWL WHEN FLUSH VALVE WATER CLOSET OCCURS. (28" MIN. CLR. BETWEEN L��� M OR PARALLEL APPROACH 30" x 48" INCLUDING KNEE SPACE UNDER PROJECTING OBJECTS. 18"_ 1gn 6" Ma 1. WITHIN ALCOVES MINIMUM 63" WIDE, MINIMUM 18" DEEP WHEN DOUBLE SYMBOLS ARE SPECIFICALLY REQUIRED IN OTHER PORTIONS OF THESE REGULATIONS. DOTS SHALL BE 1/10" ON CENTERS IN EACH CELL WITH 2/10" SPACE BETWEEN CELLS. DOTS SHALL BE RAISED A MINIMUM OF 1/40" ABOVE THE BACKGROUND. Y 2. ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR- 32" CA� DRINKING FOUNTAINS ARE REQUIREDAND 32" MIN. CLR. WHEN A SINGLE I 48" OR GROUND SPACE SHALL ADJOIN AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER CLEAR FLOOR OR GROUND SPACE. FO• SINO�E �� FOUNTAIN IS PERMITTED. p ~ PLAN LAVATORY TO FURTHEST PROTRUDING EDGE OF WATER ----• ` -`-i - " s i • ' -' # A mil CLEAR FLOOR OR GROUND SPACE 3. MANEUVERING CLEARANCE IN AN ALCOVE SHALL BE 36" WIDE MINIMUM -' A. CONTRACTOR SHALL COORDINATE WITH SIZE OF WATER FOUNTAIN TO BE USED AND SIZE ALCOVE ACCORDINGLY COMPLYING WITH REQUIREMENTS 8. ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY PERSONS WITH DISABILITIES AND AT EVERY MAJOR JUNCTION ALONG OR �"-" I A I "j"`"`' i i t _ TOILET SEAT DISPENSER 1-11 2"H DIAMETER GRAB BAR & 250 LBS. 39"-41",* 36" MAXIMUM (WHERE W/ CAPACITY PEENED 24" OCCURS) FINISH .,i, cn I C., k v) CLOSET, TYPICAL.) WHERE THE DEPTH EXCEEDS 24". ALCOVES SHALL BE 60" WIDE MINIMUM WHERE THE DEPTH EXCEEDS 15". 4.FLOOR OR GROUND SURFACE TO BE SLIP RESISTANT.2. . - y_ a AND RECOMMENDATIONS AND COORDINATING WITH THE ARCHITECT. SEE TYPICAL ACCESSIBILITY NOTES SHEET SECTIONS "R" & "U". LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL SHALL BE IDENTIFIED ` -1-- -- 4. WITH A SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, TO BE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS. ` - -- -•-'-' -'• i r 1•; : +• • - n A 5. BASES, ENCLOSURES OR FIXED SEATS NOT TO IMPEDE PROJECTED FOUNTAINS ri 1 oo i ^ 111111111 N r ^ > ACCESS FOR WHEELCHAIR USERS. CLEARANCES: 6" M' ' z 18"ALONGSIDE MIN. 1. WARNING FOR THE VISION IMPAIRED AT A PROJECTED DRINKING FOUNTAIN CAN BE PROVIDED BY EITHER OF THE FOLLOWING MEANS: 9. WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE LOCATED THE DOOR AT THE LATCH SIDE. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE INTERNATIONAL PROPORTIONS SIGN OF ACCESSIBILITY IIS �� I x • e 6. WHERE TOE CLEARANCE IS REQUIRED AT AN ELEMENT AS PART OF A CLEAR FLOOR SPACE, THE TOE CLEARANCE SHALL EXTEND 17" MINIMUM UNDER AN ELEMENT. TOE L ^ N tAllt A. THE SURFACE OF THE FLOOR OR GROUND AT THE DRINKING FOUNTAIN CAN BE OF CONTRASTING COLOR WITH A TEXTURE LOCATED ON THE INACTIVE LEAF. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAFS, THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE RIGHT HAND DOOR. WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18" �� MINIMUM BY 18" MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED i� \ AND 45 DEGREE OPEN POSITION. 10. ADDITIONAL DIRECTIONAL SIGNS ALONG ACCESSIBLE PATH OF TRAVEL ; ARE REQUIRED. 11. BUILDINGS REMODELED TO PROVIDE ACCESSIBLE SANITARY FACILITIES FOR PUBLIC USE SHALL HAVE INFORMATION POSTED IN THE LOBBY AS PART OF THE BUILDING DIRECTORY. INTERNATIONAL SYMBOL OF ACCESSIBILITY: `\� \� ti ` tl� \ �; ti ` \ g w g �\ ''.\` `ti- �V.M - CLEARANCE SHALL EXTEND r M THAT CONTRASTS IN RESILIENCY WITH THE ADJACENT FINISHED 36" x > 15" 25" MAXIMUM UNDER AN ELEMENT. 7. TOE AND KNEE CLEARANCE SHALL BE 30" WIDE MINIMUM. FLOOR MATERIAL, SO THAT IT CAN BE SENSED BY A CANE, WITH THE TEXTURE EXTENDING FROM THE WALL TO ONE FOOT BEYOND THE ," 7 -9 '� �, � '� 'c�� l 8. SPACE EXTENDING GREATER THAN 6" BEYOND THE AVAILABLE A RECESSED FOUNTAINS FRONT EDGE OF THE DRINKING FOUNTAIN AND ONE FOOT BEYOND .. v y, % /�� / CLEAR FLOOR SPACE CLEAR FLOOR SPACE KNEE CLEARANCE AT 9" ABOVE THE FINISH FLOOR OR GROUND EACH SIDE OF THE FOUNTAIN, OR I -I r1 m' o zYz �c z �� rdi Uri!POSITION FORWARD APPROACH `•' PARALLEL APPROACH SHALL NOT BE CONSIDERED TOE CLEARANCE. 9. WHERE KNEE CLEARANCE IS REQUIRED UNDER AN ELEMENT AS PART OF A CLEAR FLOOR SPACE, THE KNEE CLEARANCE SHALL BE 11" B. INSTALL WING WALLS ON EACH SIDE OF THE DRINKING FOUNTAIN TO PROJECT OUT FROM THE MAIN WALL AT LEAST AS FAR AS THE DRINKING •_ ¢ •• • Ilirm rh ,111%4•••••,..11�' 03 N n cv _' � \ DEEP MINIMUM AT 9" ABOVE THE FINISH FLOOR OR GROUND, AND FOUNTAIN AND TO WITHIN 6" OF THE PATH OF TRAVEL FLOOR FINISH. �y, \ li N A li 8" DEEP MINIMUM AT 27" ABOVE THE FINISH FLOOR OR GROUND�'', 10. KNEE CLEARANCE SHALL EXTEND 25 INCHES MAXIMUM UNDER AN ELEMENT AT 9 INCHES ABOVE THE FINISH FLOOR OR GROUND. THERE MUST BE 32" CLEAR BETWEEN THE WING WALLS, OR 17" TO 19" TO TOP OF TOILET ROLL PAPER WITHOUT STOPS HOLDER SEAT --'14--4.17) � A%- 6» ,R A ' MINS ��/ r �\/ F v FULL HEIGHT ENCLOSURES: 6"� �11"� 11. ENTRANCE 30" MINIMUM WIDTH, UNLESS NOTED OTHERWISE. NOTE: 12. STANDARD USED TO IDENTIFY ACCESSIBLE FACILITIES. 13. WHITE FIGURE ON BLUE BACKGROUND, COLOR # 15090 ON�` FEDERAL STANDARD # 595A. 14. WHEN ENFORCING AGENCY DETERMINES, IF APPROPRIATE, SPECIAL DESIGNS AND COLORS MAY BE APPROVED. BRAILLE: \ �,,,> :'; � w" � `" \� � �� ;`\ ��. \\ �t ����\�` � " `" ; `'\�� ; „ `;ti�.�� ;' ;tib; �ti� ELEVATION ELEVATION ILLUSTRATIONS SHOWN HERE ARE FOR DIMENSIONAL ACCESSIBILITY PURPOSES ONLY. A SECOND DRINKING FOUNTAIN SHOULD BE B ELEVATIONS PROVIDED AT A MOUNTING HEIGHT SUITABLE TO PERSONS NOTE: n M WITH LIMITED PHYSICAL BENDING ABILITY, ADJACENT TO THE ACCESSIBLE FOUNTAIN, MAINTAINING MINIMUM CLEARANCES NOTED AND AS REQUIRED. PROVIDE TEXTURED AREA OF CONTRASTING COLOR TO 15. USE CONTRASTED GRADE 2 BRAILLE. DOTS TO BE 0.1 INCH ON R.k ,\�`;ti\'\`�\�\`:> '\\\�ti�\ 12-25" 25" IDENTIFY WATER FOUNTAIN LOCATION AS NOTED. WHEN FOUNTAIN IS AT AN 1. PROVIDE TOILET 2. GRAB 3. SEE PRIVACY DOOR LOCK WHEN IT ISA PRIVATE OR FOR UNISEX USE. BARS; SEE TYPICAL ACCESSIBILITY NOTES 3/T-3 & 2/TA-1 FOR MORE INFO. / UNISEX TOILET ROOK SHEET. SCALE Y W INTERIOR LOCATION, THE TEXTURED AREA SHALL ALSO BE CENTER IN EACH CELL. INTERNATIONAL 16. 0.2 INCH SPACE BETWEEN CELLS. TYY SYMBOL INTERNATIONAL FOR SYMBOL OF ACCESS HEARING EMPAIRED PLAN PLAN OF DIFFERENT RESILIENCY THAN THAT OF THE ADJACENT FLOOR SURFACE FINISH. SEE TYPICAL ACCESSIBILITY NOTES SHEET FOR ADDITIONAL REQUIREMENTS. 17. DOTS RAISED MINIMUM 0.025 INCH ABOVE BACKGROUND.C 18. SEE 4/T-4 FOR MORE INFO. TOE CLEARANCE C KNEE CLEARANCE SCALE 3� DRINKING FOUNTAINS SCALE /I -PRIVACY SCALE 1 PUBLIC TELEPHONES NONE ` J NONE SIGNS PICTOGRAMS / NONE / NONE 4" MAX. CLEAR WIDTH ANY AMOUNT X 48" 54" PREFERRED f••-• WHERE ADJACENT OBSTRUCTION DOOR TYPE: NOTE: 48" MINIMUM !i 1 OR WALL OCCURS ALL RAMPS MUST 360" INTERVALMAX. MEET HANDRAIL VARIES N 12 M� AND 360" INTERVAL VARIES ��? r „..... CURB REQUIREMENTS. MAX. a -� __°--"`"- ,___WHEN Ir / , • ij�iN• ' 60 .,.- {/ .a-••• / i �„; L -•i -'"' DOOR LANDING DOOR WIDTH - 6 ._-•-•0N SWINGS ONTO 42" MIN. PLUS r GUARD i AND /� + -_/ RAIL CURB N ` \� ;• • ... I , I ``„ � $ ' i1 f 1 1 / ! jI ' / I / c.1 ! t 1 . L HANDRAILATRAMPS HORIZ. REQ'D. WHERE RAILING. RAILS W/ MAX. OF 4" CLEAR SPACE BETWEEN RAILS ARE NOT REQUIRED, TYPICAL 6" HIGH WARNING CURBS WHEN A 4" (OR MORE) DROP OCCURS 1. MINIMUM 10" HIGH SMOOTH SURFACE EITHER ATTACHED PANEL OR BOTTOM HARDWARE: AT DOOR BOTTOM, RAIL. REQUIRED CLEAR SPACE 3s" MINIMUM % }*' , /, G' �' : 7 i' 12" MINIMUM IF DOOR HAS BOTH A CLOSER AND LATCH l LOBBY '1� J `4 '� % / - , 1111 z = F_. z • � X ¢ = N aD < „pig ,'�ILP 2. OPENABLE FROM KNOWLEDGE 3,N . OPENABLE BY REQUIRING GRASPING). 4. MOUNTED 36" 5. MAXIMUM 8.5 5 LBS. FOR INTERIOR. _1 INSIDE WITHOUT OR EFFORT. SINGLE EFFORT LEVER TO 42". LBS. EFFORT TO OPERATE USE OF KEY OR SPECIAL -TYPE DEVICE (NOT EXTERIOR DOOR,.1 36" TO 42" LEVER OR U SHAPEDI HANDLE -lc V �j::i�� f i / k:EI - = N II,' zo = I i ill 1.11111 ��\1�\�:� :'•.\\‘.\\:•\\;\\, .-&\.\';0\.\\:\\ .\` ;\���\�:\\�.\ FIG. (A) FIG. (B) E �:\ \\\\;;\ ogT �� & �PERSON HITs'HiCT LON Z m m 24" MIN. EXTERIOR 18" MIN. INTERIOR i iii j -------•1 Z g \ 1 A HIGH FORWARD REACH LIMIT x o 4 MINIMUM TO M �_, ----4-8:-...MZ-- 30" MAXIMUM AS REQUIRED -• --) ` _- 48' MIN. "'��- ADJACENT HAZARD -41111111111111101111111110- �; - RISE (TYP.) . x , ! ; �- ti-�_-• D RAMP SECTION 7`�� �_ _ x •' _ A STRAIGHT RAMP RUN III\- - k M REQUIRED CLEAR SPACE } " 1N�ERVP� M n 60 MSN WHEN DOOR SWINGS ONTO LANDING 42" MIN. PLUS DOOR WIDTH 48" MIN. CLR. 48" MIN. CLR. �' NY N /� �_�\'�_� DOOR WIDTH PLUS \� r/ •�• `�� I� ��� � \ �� �I', ///:///I/,iir;4/!rlr•;'.%ri'r; Z/1/1////: rr� '-••- CANE RANGE 2MAX : rrf r' ry rr rir%r%i/% '"'CANERANGE 24" MIN. EXTERIOR 18" MIN. INTERIOR _ z 360 1� R vP S S(Pi 36" MIN. CLR. 36" MIN. CLR. FIG. (A) F G. (8) 4e• ,ti`'"Il 1� pJt\N• • 441111111 6p„ _� 1. " MON. l2 1111110 IP 1 1,' SIDEWALK 1 I � I -POLE CURB - STREET (TYP.) tile v JI SIDEWALK III A PLAN p B CORRIDOR PLAN 48" NOTES: 24" MIN. BEYOND GATE SIDE TOWARD SWINGS. EXTERIOR& INTERIOR STRIKE EDGE OF A OR DOOR ON THE WHICH IT -\ \.\ I J 48" MINIMUM � SCALE 1 2. 3. X SHALL BE'< WHEN X < WHEN XIS 25 INCHES; 20 INCHES, THEN 20 TO 25 INCHES, Z SHALL BE> X.18"MINIMUM Y SHALL BE 48 INCHES MAXIMUM. THEN Y SHALL BE 44 INCHES MAXIMUM. PROTRUDING OBJECTS NONE11111410.cnPa 1� ---- COMPRESSED CARPET 1/4" MAX. BELOW THRESHOLD THRESHOLD 9 FIN. FLOOR LEVEL ,10%" MIN. BOTTOM ,' ,\ ,\\'//, // RAIL OR PROVIDE \ KICK PLATE . AS REQUIRED B MAXIMUM FORWARD REACH OVER AN OBSTRUCTION t = `��� \� p �� \ 18" MIN. ���•� �' I/ \ �' �Y A MAX.I PILE EGHT ((((((((((((((((((fr2J(,..1/2" 30" MAX. RISE TYP. E DETAIL 174. E DOOR WIDTH PLUS 42" 32" CLEAR INTERIOR 374" 1 + - RUBBER BUMPER /, ,4/ till / �,,,,// ����� mz2tigti DOOR WIDTH PLUS 42" ' - ���� 24" EXTERIOR OF 1 41* MIN a BLDG. B RAMP WITH INTERMEDIATE SWITCH -BACK PLATFORM • y A TRANSITION BETWEEN FLOOR FINISHES WHEN DOOR SWINGS ONTO p , A ON CHAIR DETAIL INTERVAL VARIES MAX. OOR WIDTHMIN. PLUS\T`` '.,4 . s360" ` 0,Q 1 (WHERE INDICATED} III 0" G GROOVED WARNING BORDER iI!i 360" INTERVAL VARIES MAX. TYP. o\A• 1Z" ) , n iN M MIN TYPICAL DETECTABLE ; WARNING TILES @ MM N 24" MIN. OF STRAIGHT CURB 36" MIN. �� \+� I _ � -� 1/2" MAX. - 10 MAX" T A NARROW (30 DEGREE INSTALLED (WITH OF PROVIDING UNINTERRUPTED OF THE FRAME WITH A BEVELED TOP EDGE MAXIMUM BEVEL TO VERTICAL PLANE) AT THE BOTTOM OF A GLASS DOOR NO SIDE FRAMES) MAY BE USED IN LIEU40111111 THE REQUIRED 10 -INCH SURFACE AT THE BOTTOM DOOR. _ _ _ �_ _ "' _ C HIGH AND UNOBSTRUCTED LOW SIDE REACH LIMITS B THRESHOLD 1 �4" MAX. \ CURB RAMPS- SEE TYPICAL°o°}`°"�• a m ".• 10" 24" 30" 60" MIN. LANDING PLTR. ACCESSIBILITYOET,P Q NOTES PLTR. C RAMP LANDING AT D VESTIBULE PLAN SHEET 0 36 TYP.~ FOR MORE v INTERMEDIATE --WALK ,.._..� MIN# PLATFORM INFO. -LINE OF CURB AREA'/ DOORWAY PLAN i :' , > 'lftlk_ 30" ° w 2 AS OCCURS TYP. -1:12 SLOPE 36" 60"! MAX. TYP. NOTES: C i LEVEL CHANGES ` MAX N 00 -44tw 1 T:-,:, < MIN. < / 1. CLEAR SPACES MUST BE LEVEL TO PREVENT WHEELCHAIRS FROM ROLLING WHEN THE OCCUPANT RELEASES THE WHEEL GRIPS TO REACH FOR THE DOOR. 1/4" PER FOOT IS ALLOWED FOR DRAINAGE. 2. WHERE DOORS OPEN ONTO, BUT NOT INTO A CORRIDOR, THE REQUIRED LEVEL AREA BEYOND THE DOORS MAY BE A MINIMUM OF TYPICAORACCESSOIBILITY NOTES INFORMATION, APPLICABLE NOTES ON SCALE �6� NOTES: RISE (TYP.) 10 48" 34" MAX. ' .• a M Y Y r - DEPRESS CURB �. INTERMEDIATE 1", AS REQ. ••• TURNING POSITION REQ\iRE NS TYPICAL DETECTABLE --' LINE OF FRONT \v i OF REQ'D ! 1 PARKING SPACE. i r ii r!' ""m"' �� �' B DETAIL 1/2" MAXIMUM TOTAL HEIGHT WITH 114" MAXIMUM VERTICAL CHANGE AT EDGE. 2. 1 : 2 SLOPED BEVEL REQUIRED IF LEVEL CHANGE IS OVER 1/4" VERITCAL LEVEL CHANGE. 3. 1/4" MAXIMUM VERTICAL LEVEL CHANGE. (PER CITY OF LOS ANGELES MEMORANDUM OF GENERAL DISTRIBUTION N0.80, DISABLED ACCESS POLICY N0.3, DATEDF JANUARY 29, 1988) SCALE %3�RAMP i ! , WARNING GROOVED r ` 1:10 MAX. SLOPE BORDER -SEE TYPICAL (TYPICAL) z � ACCESSIBILITY NOTES ` ADDITIONAL LINE OF OBSTRUCTION D HIGH AND LOW MAX OBSTRUCTED SIDE REACH LIMITS CW C MAX OBSTRUCTED SIDE REACH LIMITS C RAMP WITH TURNING PLATFORM INFORMATION OR EDGEOFWALK CURB RAMP DETAILS AREA AS OCCURS, TYP. SCALE SCALE DETAILS AND NOTES SCALE r�� D00� CLEAR SPACE NONE ` % DOOR NOIIE REACH REQUIREMENTS NONE g� % THRESHOLD / LEVEL CHANGES NONE g� \ % NONE ` J ACCESSIBILITY NOTES 1. PLEASE REFERENCE ALL LOCAL CODES bri RECEIVED ciTV OF TUKWILA JUL 12 2011 PERMIT CENTER DATE: 07.07.17 JOB NO: 1617 DRAWN: STAFF CHECKED: CM 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 0 'T) 0 � y 8897 SOUTHCENTER LLD 7 Z I 00 REGISTERED RCM/Eel' 1-7 -17 CORTL1AND MORGAN STATE OF WASHINGTON I€GTO,N REVISIONS 00 00 00 rn L d er l,/ D REVIEWED FOR CODE COMPLIANCE APPROVED SEP o 8 2017 City of Tukwila I BUILDING DIVISION ACCESSIBILITY GUIDELINES SHEET NUMBER A-005 CT -1 USE 6"X 6" BASE COVE TILE -FOR TRANSITION RESTROOM FIXTURE SCHEDULE FIXTURE DESCRIPTION REQUIRES OP / CI CP / CI TOILET . (CiL:R • SANTA ROSA WHITE OR COF''ALA0; •- :.r.It3-• FLOOR MO N l`D WtrR la}T ADA COMPLIANT ..EVER 2'-0 3/4" jK-3810-RA / LAVATORY -KO` .LER-SOHO WALL MOUNT K -2.03,1 •N ..;-IIT:: R z[- / FAUCET • KOKLER GOOSENECK INSIGHT K-7518 OR COMP,':IV,BLE 0I Co OOLIGLE-: -ROLL TOILET TISSUE:: HOLDER • \E- / MIRROR • CI. F. -:AR GLASS FRAMELESS VV./BEVELED EDGES _:S ;iii" X 42' 06/A-100 / L 4 v ¢w>0 _ U ;COMPLIANT DRYER 3OE<CK- `:a ' -?}•i ' SURFACE MOUNTED - B112 WHITE .LA - MOUNTING HEIGHT it ELECTRICAL. REQUIRED 7E°R. SAM I ARY NAI -'KIN DISPOSAL LOBR:C, SURFACE MOUNTED B•2 0 .ADA COMPLIANT . MOUNTING HEIGHT 30' A..-.>: .O TOP ODISPOSALLRF CUTE;;;I:F I / WASTE FE GI ' [ Oi3RCK CO SIT R A -RECESSED WASTE RE.CEP ' FACIE WITH LINER MATE - B-43644 fi. / RESTROOM CABINE l - S AUD IR STORAGE CA i4NE..T11 10i314 30"X16")< iOrlI:' DISPENSER R • BOBRICK . SURFACE MOUNTED . 6-4112 \ GRAB BAR(REAR) ADA COMPLIANT 36' LONG WALL ,;1OUN •. EC. J U / G RAD BAR (SIDE.) .ADA ;: o '1.IAN , • 42` LONG WALL OUNTE-0 j / NOTES: 1. ALL FIXTURES D ACCESSORIES PROVIDEDBY GENERAL COTR`riO.. 2, GC TO SUBMIT `}_. w1:Ar OS FOR TENANTS 1NARCHITECTS APPROVAL TOILET RM. ELEVATION SCALE: 1/2" =11-0" 6" 11-0" Q 11-6" 1 q'OR11"GRAB BAR 1 1/2" MIN. AND MAX. SECTION THROUGH TYP. GRAB BAR SCALE: 6" =11-0" PT -2 11-6" USE BULLNOSE 6"X 6" TILE -FOR TRANSITION CONTRACTOR PROVIDED WALL MOUNT HAND DRYER 41-4 3/4" 36" MIN. 24" MIN. 18" MI 12' MIN. ■I �I ■ �I ■■■ ■ . 11■11 ■■■ \wry .i ■slit ! I 1 I■ 1■ 1' II USE 6"X 6" BASE OV TILE -FOR TRANSITION rn B-2 WWI IMRE 111111111M111 05 4'-21 /2" TOILET RM. ELEVATION SCALE: 1/2" =11-0" 3'-1 1/4" 2'-1 1/2" X 2 03 SIDE ELEVATION FRONT ELEVATION ACCESSIBILE CASH WRAP ELEVATIONS SCALE: 1/2" =11-0" RESTROOM STORAGE CABINETS USE BULLNOSE 6"X 6" TILE -FOR TRANSITION PT -2 CT -1 PT -2 PT -2 / USE 6"X 6" BASE COV I / -TILE-FOR TRANSITION j/ B2 I I1 + j TOILET RM. ELEVATION SCALE: 1/2" =11-0" 0 0) CONTRACTOR PROVIDED SANITARY NAPKIN DISPOSAL PT -2 RESTROOM STORAGE CABINETS 42 MIN. USE BULLNOSE 6"X 6" TILE -FOR TRANSITION 1 CT -1 r- CONTRACTOR PROVIDED DOUBLE TOILET TISSUE HOLDER —USE 6"X 6" BASE COVE / TILE -FOR TRANSITION TOILET RM. ELEVATION SCALE: 1/2" =11-0" w o Li z PT -2 111 �% USE BULLNOSE 6"X 6" TILE -FOR TRANSITION CONTRACTOR PROVIDED RECESSED WASTE BIN 2'-0 3/4" 1 z[- • I I. • ---� /�I \ / 1 / 0I Co w v • \E- 06/A-100 / L 4 v ¢w>0 _ U 60" DIA. 1 1 a w E.,1 / I a' ¢ o TURNING RADIUS o I LT! z O fi. 04/A-100 \ J U ' MAX. 48" MIN CLR. �= <° 10 - i V 3'-6"" 11-0"" z I ' MIN. \ \\ \ TOILET RM. ELEVATION SCALE: 1/2" =11-0" 6" 11-0" Q 11-6" 1 q'OR11"GRAB BAR 1 1/2" MIN. AND MAX. SECTION THROUGH TYP. GRAB BAR SCALE: 6" =11-0" PT -2 11-6" USE BULLNOSE 6"X 6" TILE -FOR TRANSITION CONTRACTOR PROVIDED WALL MOUNT HAND DRYER 41-4 3/4" 36" MIN. 24" MIN. 18" MI 12' MIN. ■I �I ■ �I ■■■ ■ . 11■11 ■■■ \wry .i ■slit ! I 1 I■ 1■ 1' II USE 6"X 6" BASE OV TILE -FOR TRANSITION rn B-2 WWI IMRE 111111111M111 05 4'-21 /2" TOILET RM. ELEVATION SCALE: 1/2" =11-0" 3'-1 1/4" 2'-1 1/2" X 2 03 SIDE ELEVATION FRONT ELEVATION ACCESSIBILE CASH WRAP ELEVATIONS SCALE: 1/2" =11-0" RESTROOM STORAGE CABINETS USE BULLNOSE 6"X 6" TILE -FOR TRANSITION PT -2 CT -1 PT -2 PT -2 / USE 6"X 6" BASE COV I / -TILE-FOR TRANSITION j/ B2 I I1 + j TOILET RM. ELEVATION SCALE: 1/2" =11-0" 0 0) CONTRACTOR PROVIDED SANITARY NAPKIN DISPOSAL PT -2 RESTROOM STORAGE CABINETS 42 MIN. USE BULLNOSE 6"X 6" TILE -FOR TRANSITION 1 CT -1 r- CONTRACTOR PROVIDED DOUBLE TOILET TISSUE HOLDER —USE 6"X 6" BASE COVE / TILE -FOR TRANSITION TOILET RM. ELEVATION SCALE: 1/2" =11-0" w 02�i ACCESSIBILE TOILET ROOM �f.V SCALE: 1/2" =11-0" ADJ. TENANT PATH OF EGRESS TRAVEL: 32'-10 4" r� / ////// 8';6 4,1 0 0 1 I -13-7 z' -44 \`—'/ \'—'/ 16' 4 1' --MIN. EGRESS AISLE 44" MIN. (TYP.) —. -4. } 10-9" 4 O 1 tA 2'-11 ---� 30" X 48" CLEAR FLOOR SPACE 441-1 4" �i�//(ilial//i//iir/0 0 MIN. EGRESS AISLE44" MIN. (TYP.) 30" X 48" CLEAR FLOOR SPACE �I�I�L II III�IIII II 11 II 11 11 1 1 11 11 11 11 11 MIN. EGRESS AISLE 44" MIN. (TYP.) IfMIN. EGRESS AISLE 44" MIN.] J t MIN. EGRESS AISLE 44" MIN. (TYP.) 30" X 48" CLEAR FLOOR SPACE L MIN. EXRESS 12-4 r - it- -AISLE 44" MIN. (TYP.) 6 L —MIN. EGRESS AISLE 44" MIN. (TYP.) 30" X 48" CLEAR FLOOR MIN. E KESS SPACE AISLE44" MIN. (TYP.) I-- • — L_ 1 PATH OF EGRESS TRAVEL: 711-2" ACCESSIBILITY AND EGRESS PLAN SCALE: 3/16" =1'-0" 1467%, 'i .11 i;; NNE 3 0 y ADJ. TENANT RECEIVED CITY OF TUKWILA JUL 12 2011 PERMIT CENTER DATE: 07.07.17 JOB NO: 1617 DRAWN: STAFF CHECKED: CM 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 0 /1 0 4 ) 0 C� 0 8897 - SOUTHCENTER REGISTERED ARCHITECT 7 -7 -I CORTL AD MORGAN STATE Of WASHINGTON REVISIONS REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 8 2017 City of Tukwila BUILDING DIVISION 00 00 00 1 1l F- V D ACCESSIBILITY AND EGRESS PLAN SHEET NUMBER A-100 / Li z ,MIIAVIAV/i/Mi//IIiIff/Iilh/IW/IMIIMIIINIMIJF/ 111 �% ♦ fi u w x z 1 z[- • I I. • ---� /�I \ / 1 / 0I Co w v • \E- 06/A-100 / L 4 ¢w>0 _ U 60" DIA. 1 1 a w E.,1 / I a' ¢ o TURNING RADIUS o I LT! z O \ 04/A-100 �ii J U 48" MIN CLR. �= <° 10 - i V 3'-6"" 11-0"" 6'-9 3/4" 02�i ACCESSIBILE TOILET ROOM �f.V SCALE: 1/2" =11-0" ADJ. TENANT PATH OF EGRESS TRAVEL: 32'-10 4" r� / ////// 8';6 4,1 0 0 1 I -13-7 z' -44 \`—'/ \'—'/ 16' 4 1' --MIN. EGRESS AISLE 44" MIN. (TYP.) —. -4. } 10-9" 4 O 1 tA 2'-11 ---� 30" X 48" CLEAR FLOOR SPACE 441-1 4" �i�//(ilial//i//iir/0 0 MIN. EGRESS AISLE44" MIN. (TYP.) 30" X 48" CLEAR FLOOR SPACE �I�I�L II III�IIII II 11 II 11 11 1 1 11 11 11 11 11 MIN. EGRESS AISLE 44" MIN. (TYP.) IfMIN. EGRESS AISLE 44" MIN.] J t MIN. EGRESS AISLE 44" MIN. (TYP.) 30" X 48" CLEAR FLOOR SPACE L MIN. EXRESS 12-4 r - it- -AISLE 44" MIN. (TYP.) 6 L —MIN. EGRESS AISLE 44" MIN. (TYP.) 30" X 48" CLEAR FLOOR MIN. E KESS SPACE AISLE44" MIN. (TYP.) I-- • — L_ 1 PATH OF EGRESS TRAVEL: 711-2" ACCESSIBILITY AND EGRESS PLAN SCALE: 3/16" =1'-0" 1467%, 'i .11 i;; NNE 3 0 y ADJ. TENANT RECEIVED CITY OF TUKWILA JUL 12 2011 PERMIT CENTER DATE: 07.07.17 JOB NO: 1617 DRAWN: STAFF CHECKED: CM 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 0 /1 0 4 ) 0 C� 0 8897 - SOUTHCENTER REGISTERED ARCHITECT 7 -7 -I CORTL AD MORGAN STATE Of WASHINGTON REVISIONS REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 8 2017 City of Tukwila BUILDING DIVISION 00 00 00 1 1l F- V D ACCESSIBILITY AND EGRESS PLAN SHEET NUMBER A-100 DEMOLITION NOTES ALL WORK TO BE CONDUCTED BY THE GENERAL CONTRACTOR UNLESS NOTED OTHERWISE. 1. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING FIELD CONDITIONS SO AS TO BECOME FAMILIARIZED WITH THE DEMOLITION AND / OR DEMOLITION WORK WHICH MAY BE REQUIRED TO PRODUCE RESULTS INTENDED IN THE CONTRACT DOCUMENTS. THE SCOPE OF WORK DESCRIBED IN THE CONTRACT DOCUMENTS ANTICIPATES THE DEMOLITION OF EXISTING CONSTRUCTION IN PART OR ITS ENTIRETY, AND THE DEMOLITION RELOCATION AND REPOWERING OF CERTAIN CONSTRUCTION MATERIALS AND EQUIPMENT, INCLUDING ITEMS RELATED TO OTHER TENANTS WHICH MAY PASS THROUGH OR OCCUPY THIS TENANTS SPACE. IT IS THE INTENT THAT EACH PORTION OF THE DEMOLITION AND REMODELING WORK BE DONE BY THE SPECIFIC TRADE INVOLVED IN THE INITIAL INSTALLATION. THAT IS - CARPENTRY WORK BY THE CARPENTRY TRADE. MECHANICAL AND ELECTRICAL WORK BY THE MECHANICAL AND ELECTRICAL TRADES RESPECTIVELY, AND SO ONE. THEREFORE, EACH CONTRACTOR AND SUBCONTRACTOR SHALL THOROUGHLY EXAMINE THE PROPOSED WORK AND MAKE ALLOWANCES IN THEIR PROPOSAL FOR THE COST OF ALL DEMOLITION AND / OR DEMOLITION WHICH MAY BE REQUIRED TO PRODUCE THE END RESULTS INTENDED BY THE CONTRACT DOCUMENTS. 2. IF THE GENERAL CONTRACTOR IS REQUIRED TO INSTALL STOREFRONT BARRICADE PRIOR TO THE DEMOLITION PHASE OF THIS PROJECT, SUCH BARRICADE TO MEET THE LATEST BARRICADE DESIGN REQUIREMENTS OF THE LANDLORD, INCLUDING THE PAINTING OF SUCH BARRICADE AND ANY SIGNAGE ALLOWABLE BY LANDLORD AND UNDER LEASE OBLIGATION COORDINATE WITH MALL TO BUILD PER MALL STANDARDS. 3. GENERAL CONTRACTOR TO COMPLETE ALL DEMOLITION AS NOTED IN CONTRACT DOCUMENTS AND REMOVE ALL DEBRIS AND RUBBISH FROM THE PROJECT AND BUILDING SITE. 4• ALL RUBBISH AND DEBRIS TO BE REMOVED FROM THE PROJECT SITE WITHIN A 24 HOUR PERIOD OR PLACED IN PRE -APPROVED DUMPSTER LOCATIONS; THIS CONTRACTOR TO RECEIVE APPROVAL OF DUMPSTER LOCATION FROM BUILDING LANDLORD REPRESENTATIVE. 5. ALL DEBRIS REMOVED FROM THE PROJECT SITE TO BE DUMPED IN ONLY APPROVED DUMPING SITE. ANY ASBESTOS DEMOLITION OR DEBRIS DUMPING TO BE COMPLETED BY THIS CONTRACTOR, PER PROPER APPROVALS. 6. DEMOLITION WORK WILL REQUIRE APPROVAL FROM THE LOCAL BUILDING DEPARTMENT, AND ALL INSURANCE PAPERS AS REQUIRED BY THE LANDLORD OF THE BUILDING TO BE SUBMITTED WITH THE REQUIRED LIMITS OF LIABILITY AND INDICATION OF INSURED PRIOR TO STARTING WORK. 7. ALL AREAS WHERE DEMOLITION IS TO OCCUR IS TO BE SECTIONED OFF FROM THE PUBLIC AND ALL REQUIRED SHORING, BARRICADING, AND SCAFFOLDING TO BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 8. ALL WORK TO BE IN ACCORDANCE WITH OSHA REQUIREMENTS. 9. GENERAL CONTRACTOR TO CONTACT BUILDING LANDLORD REPRESENTATIVE AND ALL UTILITY COMPANY REPRESENTATIVES HAVING JURISDICTION OVER THIS PROJECT TO ASCERTAIN BUILDING AND UTILITY COMPANY LINES ABOVE, WITHIN, OR BELOW PREMISES TO AVOID ANY POSSIBILITIES OF CUTTING SUCH LINES, CAUSING EXPLOSIONS, ETC. 10. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE BREAKOUT AND DEMOLITION OF CONCRETE SLAB AT ALL AREAS WHERE UNDER SLAB MECHANICAL, PLUMBING, AND ELECTRICAL WORK OCCURS. REVIEW AND COORDINATE EXACT LOCATION AND SIZES WITH THE MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS. NOTE: DO NOT CUT SLAB WITHOUT WRITTEN APPROVAL FROM LANDLORD. ALL WORK TO BE DONE BEFORE OR AFTER MALL BUSINESS HOURS. 11. ALL WORK TO MEET REQUIREMENTS OF TENANT AND BE COMPLETED IN ACCORDANCE WITH LANDLORD'S CONSTRUCTION "RULES AND REGULATIONS". 12. DEMOLITION OR DEMOLITION REMOVAL TO BE COMPLETED IN A MANNER THAT THE "QUIET ENJOYMENT" OF ALL ADJACENT TENANTS OR THE BUILDING COMPLEX IS ADHERED TO AND THE OPERATION OF ADJACENT TENANTS OR THE BUILDING IN HAMPERED IN ANY WAY. 13. PROTECTION OF ADJACENT TENANTS OR SPACES IS REQUIRED PRIOR TO START OF DEMOLITION. 14. ALL CUTTING OF SERVICES OR UTILITIES AFFECTING THE BUILDING COMPLEX OR ADJACENT TENANTS INCLUDING SPRINKLER OPERATION TO BE COMPLETED DURING "OFF HOURS". 15. ALL ELECTRICAL DEMOLITION TO BE COMPLETED BY A BONDED LICENSED ELECTRICIAN. THE ELECTRICAL CONTRACTOR SHALL REMOVE AND / OR RELOCATED ALL EXISTING ELECTRICAL DEVICES, CONDUIT, AND WIRING WORK AS CALLED OUT IN THE CONTRACT DOCUMENTS AND AS NECESSARY WHETHER SUCH ITEMS ARE INDICATED IN THE CONTRACT DOCUMENTS OR NOT, IN ORDER TO ACCOMPLISH THE INSTALLATION OF THE SPECIFIED NEW WORK EQUIPMENT. MATERIAL AND DEVICES REMOVED SHALL BECOME THE PROPERTY OF CONTRACTOR (IF APPROVED BY THE TENANT). SUCH ITEMS MAY ONLY BE REUSED IF SPECIFICALLY DESIGNATED IN CONTRACT DOCUMENTS. CONDUIT, WIRE, AND OUTLET BOXES REMOVED SHALL BE SCRAPPED BY THE ELECTRICAL CONTRACTOR WHERE WALLS AND CEILING ARE TO BE REMOVED. THE CONDUIT IS TO BE CUT OFF BY THE ELECTRICAL CONTRACTOR SO THAT THE ABANDONED CONDUIT IN THESE WALLS AND CEILINGS MAY BE REMOVED WITH THE WALLS AND CEILINGS BY THE DEMOLITION CONTRACTOR. ALL DEAD END CONDUIT RUNS SHALL BE PLUGGED AT THE REMAINING LINE OUTLET BOXES OR AT THE PANELS, IN NOT COMPLETELY REMOVED. 16. ALL ELECTRICAL WIRING AND FIXTURES TO BE REMOVED AND THE MAIN ELECTRICAL SERVICE TO BE EXTENDED AND RELOCATED BY THE GENERAL CONTRACTOR INCLUDING SERVICE CONDUIT AND WIRE. WITH ALL NEW TRANSFORMER(S), DISCONNECTS(S), TROUGHS, PANELS, ETC. TO MAKE UP TENANT'S NEW ELECTRICAL DISTRIBUTION AREA, AS INDICATED ON THE CONTRACT DOCUMENTS. 17. ALL PLUMBING DEMOLITION TO BE COMPLETED BY A BONDED LICENSED PLUMBER. PLUMBING SUBCONTRACTORS TO VISIT SITE PRIOR TO BIDDING ON DEMOLITION, LOCATE ALL SUPPLY, WASTE AND VENT PIPING TO BE REMOVED. LABEL ALL SUPPLY, WASTE AND VENT PIPING TO REMAIN, COORDINATE WITH LANDLORD AS TO ALL CONCRETE CUTTING OF SLABS WHICH WILL BE COMPLETED BY LANDLORD'S G.C., CAP BELOW SLAB LINES AS REQUIRED. BRING UP TO SLAB LINES ALL PIPES THAT ARE TO BE CREATED FOR CODE REQUIRED CLEAN -OUTS AND FOR ALL NEW CLEAN -OUTS. COORDINATE WITH GENERAL CONTRACTOR AND INSTALL A BRASS FINISH PLATE LEVEL WITH FINISH FLOOR ON NEW WORK. ALL RECOMPACTION, BACKFILLING AND NEW SLAB WORK BY THIS CONTRACTOR SHALL BE IN COORDINATION WITH GENERAL CONTRACTOR. CAP ALL LINES IN DEMISING WALLS THAT WILL NOT BE REUSED AND REMOVE ALL LINES CONCEALED IN DEMISING PARTITIONS THAT ARE BEING REMOVED. 18. THE PLUMBING SHOWN TO BE REMOVED AND ALL ASSOCIATED PIPE PENETRATIONS THROUGH WALLS, ROOF AND FLOOR SHALL BE SEALED AND LEVELED SMOOTH WITH ADJACENT MATERIALS. 19. DEMOLITION WORK TO BE PHASED TO ALLOW PROPER EGRESS FOR ANY PERSON IN CASE OF FIRE OR HAZARD AND NO DEMOLITION WORK CAN OCCUR IF THE WORK JEOPARDIZES A MEANS OF EGRESS FOR THE PUBLIC OR PROJECT EMPLOYEES. 20. ALL FLOORING MATERIALS (WITH THE EXCEPTION OF CARPET - REMOVE) TO REMAIN THROUGHOUT NEW PUBLIC AREA. PREPARE EXISTING FLOOR TO RECEIVE NEW FLOOR FINISH PER PVC TILE MANUFACTURER'S SPECIFICATIONS. REMOVE EXISTING FLOORING IN NEW STOCK ROOM AREA, PREPARE SLAB AS REQUIRED FOR NEW SEALANT. 21. ALL LIGHT FIXTURES TO BE REMOVED AS INDICATED ON THE DEMOLITION PLAN. 22• REMOVE EXISTING GYPSUM BOARD AND ACOUSTICAL TILE CEILINGS AS INDICATED ON THE DEMOLITION PLAN. 23. ALL LABOR TO BE COMPATIBLE WITH OTHER LABOR COMPLETING WORK IN THE BUILDING. 24. ALL PARTITIONING AND FINISHES TO BE REMOVED, UNLESS NOTED OTHERWISE, EXIST. FURRED WALLS AROUND PERIMETER TO BE REMOVED AS NOED. 25. ALL SPRINKLER LINES, MAINS, BRANCHES, AND HEADS TO REMAIN OR TO BE MODIFIED, RAISED, REPOSITIONED BY THE GENERAL CONTRACTOR'S SPRINKLER CONTRACTOR, OR LANDLORD'S DESIGNATED SPRINKLER CONTRACTOR (GENERAL CONTRACTOR TO VERIFY PRIOR TO BID). 26. REUSE EXISTING ROOF SUPPORTS AND OPENINGS TO THE FULLEST EXTENT POSSIBLE AND PATCH AND REPAIR AS REQUIRED, AND AS INDICATED ON MECHANICAL DRAWINGS. 27. ALL EXIST. UTILITIES WITHIN LEASE LINES TO BE RAISED AND MODIFIED AS REQUIRED, INCLUDING SPRINKLER LINES, TO ALLOW FOR TENANT'S NEW FINISHED CEILING HEIGHT. EXCEPT FOR ANY DRAIN LINES THAT REQUIRE DOWNHILL SLOPE. 28. THE GENERAL CONTRACTOR TO MAINTAIN THE INTEGRITY OF THE LANDLORD STOREFRONT BULKHEAD, TO STRUCTURE ABOVE. ALL REPAIRS ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 29. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE EXISTING CONDITIONS OF THE SPACE AS SOON AS POSSIBLE TO VERIFY THAT THE PROPOSED DESIGN WILL NOT CONFLICT WITH ANY EXISTING CONDITIONS INCLUDING, BUT NOT LIMITED TO, CEILING HEIGHTS, STOREFRONTS, ETC. 30. INTERIOR DEMOLITION: DURING INTERIOR DEMOLITION ALL COMBUSTIBLE MATERIALS ARE TO BE REMOVED, I.E. NON -FIRE RETARDANT STUDS, BLOCKING, PLYWOOD, PANELING AND ANY OTHER MATERIAL DEEMED COMBUSTIBLE. 31. FIRE EXTINGUISHERS TO REMAIN READILY AVAILABLE ON SITE DURING DEMOLITION AND NEW CONSTRUCTION PHASES WITH ALL WORKERS TRAINED IN THEIR PROPER USE. 1 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. d6 LANDLORD COMMENTS: BARRICADE TO BE INSTALLED 3-0" FROM STOREFRONT LEASE LINE WITH DOUBLE DOORS SWINGING IN. 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 use or exit discharge. EXISTING RESTROOM - GC TO REPLACE AND RELOCATE EXISTING PLUMBING FIXTURES WITH NEW - FIXTURES MUST BE PLACED ACCORDING TO ADA REQUIREMENTS RE: A-100 FOR NEW FIXTURE LOCATIONS CONTRACTOR TO REMOVE EXISTING DOOR AND REPLACE WITH NEW - RE: DOOR SCHEDULE A-102 CONTRACTOR TO REMOVE EXISTING DEMISING WALL - SHOWN DASHED EXISTING ELECTRICAL PANEL TO BE RELOCATED - RE: ELECTRICAL DRAWINGS FOR DETAILS EXISTING DEMISING WALLS TO REMAIN AND MAINTAIN FIRE RATING - CONTRACTOR TO PROVIDE NEW TYPE 'X' GYP. BD. IF NECESSARY CONTRACTOR TO REMOVE EXISTING HALF WALL- SHOWN DASHED CONTRACTOR TO REMOVE EXISTING WALLS - SHOWN DASHED EXISTING STRUCTURAL COLUMN TO REMAIN CONTRACTOR TO REMOVE EXISTING DOORS AND REMOVE EXISTING WALLS - SHOWN DASHED EXISTING DEMISING WALLS TO REMAIN AND MAINTAIN FIRE RATING - CONTRACTOR TO PROVIDE NEW TYPE 'X' GYP. BD. IF NECESSARY CONTRACTOR TO REMOVE CEILING FEATURE ABOVE - SHOWN DASHED NEUTRAL PIERS TO MATCH NEUTRAL PIER DETAIL 01 LJ IJ CONTRACTOR TO REMOVE EXISTING WALLS - SHOWN DASHED 00 1 J1 CONTRACTOR TO REMOVE EXISTING WALLS - SHOWN DASHED EXISTING STRUCTURAL COLUMN TO REMAIN 1 REMOVE ALL MILLWORK AGAINST WALL - MAY NEED NEW GYP. BD. ON DEMISING WALL AFTER DEMO - VERIFY IN FIELD EXISTING FLOOR FINISHES THROUGHOUT - TO BE REMOVED -EXISTING SUB FLOOR TO BE LEFT SMOOTH AND READY FOR NEW FLOOR FINISHES CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS MEP DEMO NOTES: - REMOVE ALL EXISTING CEILING AND LIGHT FIXTURES - REMOVE ALL UNUSED CONDUIT / WIRING, OUTLET BOXES, WIRING DEVICES, LIGHTS AND APPURTENANCES - REMOVE ALL UNUSED DUCTWORK, HANGERS, GRILLES, AND APPURTENANCES -REMOVE ALL UNUSED PLUMBING FIXTURES, WATER PIPING, SEWER PIPING, VENT PIPING AND APPURTENANCES EXISTING STRUCTURAL COLUMN TO REMAIN II REMOVE EXISTING STOREFRONT FRAMING, GLASS, AND SIGNAGE - SHOWN DASHED DEMOLITION PLAN SCALE: 1/4" =1'-0" EXISTING DEMISING WALLS TO REMAIN AND MAINTAIN FIRE RATING - CONTRACTOR TO PROVIDE NEW TYPE 'X' GYP. BD. IF NECESSARY DEMISING WALL TO MAINTAIN FIRE RATING 8" MARSH OFFGAS VENT TO REMAIN CONTRACTOR TO REMOVE EXISTING WALLS - SHOWN DASHED CONTRACTOR TO REMOVE EXISTING WALLS - SHOWN DASHED EXISTING COLUMN AND COLUMN COVER TO REMAIN -CONTRACTOR TO PROVIDE NEW TYPE 'X' GYP. BD. IF NECESSARY AFTER DEMO CONTRACTOR TO REMOVE CEILING FEATURE ABOVE - SHOWN DASHED REMOVE EXISTING STOREFRONT FRAMING, GLASS, AND SIGNAGE - SHOWN DASHED EXISTING COLUMN AND COLUMN COVER TO REMAIN -CONTRACTOR TO PROVIDE NEW TYPE 'X GYP. BD• IF NECESSARY AFTER DEMO NEUTRAL PIERS TO MATCH NEUTRAL PIERS DETAIL RECEIVED CITY OF TUKWILA JUL 12 2011 PERMIT CENTER DATE: 07.07.17 JOB NO: 1617 DRAWN: STAFF CHECKED: CM 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 O 0 w 0 0 0 w L� OUTHCENTER N 0 LU Q � Cr) 1/) Cr) O 0 00 N :-i:aS 7ih wascv a:..i..7441 RF.GlSSE EOr R STATk" ';VASH1NSTON REVISIONS 00 00 00 LJ Li (i) REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 8 2017 City of Tukwila BUILDING DIVISION DEMOLITION PLAN SHEET NUMBER A-1 0 1 DOOR SCHEDULE DOOR SCHEDULE # TYPE OPENING SIZE TH. DOOR MATERIAL GLAZING / FINISH FRAME MATERIAL HDWR. LDCATION 100 A 13'-0" W X 10'-0" H 3 EA 1 EA 1 EA 1 EA 3 EA MOBILIFLEX - AEROFLEX PERFORATED FOLDING GRILL 5BB1 4.5X4.5 ND4OS 4041 (MOUNT ON NON-PUBLIC SIDE) FS436 SR64 ACRYLIC PAINT BLACK HWO1 ENTRY 101 B 3'-0" X 7'-0" 1 3/4" SOLID CORE PTD. WOOD W/BRUSHED S.S KICK PLATE PAINT (PT -2) EGG SHELL PTD. METAL (PT -2) HWO2 TOILET 102 B 3'-0" X 7'-0" 1 3/4" SOLID CORE PTD. WOOD W/BRUSHED S.S KICK PLATE PAINT (PT -2) EGG SHELL PTD. METAL (PT -2) HWO3 STOCKROOM 103 C 3'-0" X 7'-0" 1 3/4" NEW HOLLOW METAL DOOR PAINT (PT -2) EGG SHELL PTD. METAL (PT -2) HWO4 BACK DOOR DOOR TYPES TYPE A TYPE B TYPE C 0 • • • • • • 111 L • • • • • • N. • 13' 9" 1 • 1 • • • • 7 77 • ■M■ ■ ■d■ G.0 TO PROVIDE SLIDING GRILLE 3'-0" 0 • 3-0" HARDWARE SCHEDULE QUANTITY DESCRIPTION MODEL NUMBER FINISH MFR HWO1 1 EA MOBILFLEX RECESSED TRACK - SIDE FOLDING FULL ENCLOSURE PERFORATED STEEL SECURITY GRILLE REFERENCE DOOR SHOP DRAWINGS FOR SPECIFICATIONS SIDE FOLDING SECURITY GRILL AEROFLEX PERFORATED STEEL BLK MOBIL. FLEX HWO2 3 EA 1 EA 1 EA 1 EA 3 EA HINGE PRIVACY LOCK SURFACE CLOSER DOME STOP SILENCER 5BB1 4.5X4.5 ND4OS 4041 (MOUNT ON NON-PUBLIC SIDE) FS436 SR64 652 626 689 626 GRY IVE SCH LCN IVE IVE HWO3 3 EA 1 EA 1 EA 1 EA 3 EA HINGE PASSAGE LEVERSET SURFACE CLOSER DOME STOP / 652 626 689 626 GRY IVE SCH LCN IVE IVE HWO4 3 EA 1 EA 1 EA 1 EA 1 EA 1 EA 1 SET 1 EA 1 EA 1 EA 1 EA 1 EA 1 EA / 5BB1 HW 4.5 X 4.5 RX -ALK -99 -NL -990 LENGTH AS REQ TYPE AS REQUIRED -MATCH EXISTING CORE TYPE -MATCH EXISTING KEY SYSTEM 4040XP SCUSH X MTG BRKTS, PLATES AND SPACERS AS REQ 8400 10" X 2" LDW 16A (DOOR WIDTH PLUS 4 INCHES) 160S H & J C627A LENGTH AS REQ 896S LENGTH AS REQ U698 PB67AB ROUND DOMED PUSH BUTTON LA11 WH DECORATIVE WIRED DOOR CHIME 12G. STEEL OPTION -IVES LG1 630 626 626 689 630 CL AL CL AL 626 626 626 IVE VON UNK LCN IVE NGP NGP NGP NGP IVE IVE IVE IVE / / / 0 • 3-0" HARDWARE SCHEDULE RESPONSIBILITY NOTE: 1. IT WILL BE THE CONTRACTORS RESPONSIBILITY TO COORDINATE AND OVERSEE THE INSTALLATION OF ALL PHONE AND DATA CABLING, AS WELL AS ALL TERMINATIONS NECESSARY TO PROVIDE A WORKING PHONE/POS SYSTEM PRIOR TO STORE TURNOVER. WHILE THESE SUBCONTRACTORS ARE DIRECTLY CONTRACTED THROUGH LUSH, IT WILL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT THESE VENDORS COMPLETE THEIR SCOPE OF WORK PER GENERAL CONTRACTOR'S SCHEDULE. 2. EACH SPEAKER IN THE SHOP NEEDS A HOMERUN. THERE NEEDS TO BE SEPARATE WIRES FOR EACH SPEAKER. PLEASE USE PLENUM RATED SPEAKER WIRE. 3. DOOR COUNTER NEEDS A CAT5 LINE PULLED FROM THE DOOR TO THE CASH DESK WITH A JACK ON THE END. 4. PHONE LINE WILL BE A RJ45 4 PAIR LINE SET FROM BACK ROOM TO CASH DESK. NOTE: • A READILY VISIBLE DURABLE SIGN IS TO BE POSTED ON THE EGRESS SIDE ON OR ADJACENT TO THE DOOR STATING: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. • THE BOTTOM 10" OF ENTRY DOOR SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HA ARDOUS CONDITION. • STOCK ROOM DOOR TO HAVE A 10" BRUSHED S.S. KICK PLATE AT THE BOTTOM OF THE DOOR. • CONTRACTOR TO PROVIDE 8 SETS OF KEYS FOR ALL DOORS IN SCOPE. CONTINUOUS CAULK EACH SIDE H.M. JAMB - FASTEN TO STUDS AS REQUIRED PROVIDE ADDITIONAL FRAMING AS REQUIRED SCHEDULED PARTITION J 1 02 DOOR JAMB DETAIL SCALE: 3" =1'-0" RECESSED J BOX TO FIT PLUG AND TRANSFORMER BEHIND SIGNAGE - RE: ELEVATIONS FOR HEIGHT 32-0" 6" 71 /4" 3'-0" 3-3 1 /2" 11'-4 3/4" 71/4" / L 12-3 3/4" 4 3/4" 13-10 3/4" 12-7 1/4" 02/A-203 STOCKROOM 04/A-203 6'-5 3/4" POWER SUPPLY TO BE LOCATED TOWARDS BACK OF CASH DESK TO ALLOW FOR EQUIPMENT AND SUPPLIES - COORDINATE WITH LUSH DURING CONSTRUCTION OUTLET FOR SCALE TO BE LOCATED BEHIND STORAGE UNIT AT 22" A.F.F. 102" A.F.F POWER AND DATA TO BE PULLED TO EACH POS STATION FROM FLOOR OUTLET 01/A-201 CEILING BULKHEAD ABOVE SHOWN DASHED RE: A-104 CEILING BULKHEAD ABOVE SHOWN DASHED RE: A-1104, 15" A.F.F SALES FLOOR 6'-101 /2" RECESSED POCKETS FOR TRACK LIGHTING ABOVE SHOWN DASHED RE: A-104 PONY WALL- REFERENCE SHEET A-201 1'-31 /2" 15" CEILING BULKHEAD ABOVE SHOWN DASHED RE: A-104 PONY WALL - REFERENCE SHEET A-201 17'-91 /2" 02/A-201 28" RECESSED POCKETS FOR TRACK LIGHTING ABOVE SHOWN DASHED RE: A-104 CEILING BULKHEAD ABOVE SHOWN DASHED REi A-104 2-1" 6'-91/4" CEILING BULKHEAD ABOVE SHOWN DASHED RE: A-104 15" A.F.F 01/A-202 48" A.F.F 8'-41 /4" 5'-41 /4" 02/A-400 1 CONSTRUCTION PLAN SCALE: 1/4" =1'-0" RECEIVED CITY OF TUKWILA JUL 12 2017 PERMIT CENTER DATE: 07.07.17 JOB NO: 1617 DRAWN: STAFF CHECKED: CM 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 U 0 0 C� 0 -0 0 v.) 8897 - SOUTHCENTER 0 Lil LL Lu_1 SOUTHCF\T IR 09 N 00 00 p CO LFII LU 01 REGISTERED APCs` S rECT rcrrL ,,' _1 w !? MORGAN STATE OF WASHINGTON REVISIONS REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 8 2017 City of Tukwila ING DIVISION CONSTRUCTION PLAN SHEET NUMBER A-102 QUANTITY DESCRIPTION MODEL NUMBER FINISH MFR HWO1 1 EA MOBILFLEX RECESSED TRACK - SIDE FOLDING FULL ENCLOSURE PERFORATED STEEL SECURITY GRILLE REFERENCE DOOR SHOP DRAWINGS FOR SPECIFICATIONS SIDE FOLDING SECURITY GRILL AEROFLEX PERFORATED STEEL BLK MOBIL. FLEX HWO2 3 EA 1 EA 1 EA 1 EA 3 EA HINGE PRIVACY LOCK SURFACE CLOSER DOME STOP SILENCER 5BB1 4.5X4.5 ND4OS 4041 (MOUNT ON NON-PUBLIC SIDE) FS436 SR64 652 626 689 626 GRY IVE SCH LCN IVE IVE HWO3 3 EA 1 EA 1 EA 1 EA 3 EA HINGE PASSAGE LEVERSET SURFACE CLOSER DOME STOP 5BB1 4.5X4.5 ND10 SPA 4041 (MOUNT ON NON-PUBLIC SIDE) FS436 SR64 652 626 689 626 GRY IVE SCH LCN IVE IVE HWO4 3 EA 1 EA 1 EA 1 EA 1 EA 1 EA 1 SET 1 EA 1 EA 1 EA 1 EA 1 EA 1 EA HINGES PANIC HARDWARE RIM CYLINDER SURFACE CLOSER KICKPLATE DRIP CAP SEALS DOOR SWEEP THRESHOLD DOOR VIEWER DOOR BUZZER DOOR CHIME LOCK GUARD 5BB1 HW 4.5 X 4.5 RX -ALK -99 -NL -990 LENGTH AS REQ TYPE AS REQUIRED -MATCH EXISTING CORE TYPE -MATCH EXISTING KEY SYSTEM 4040XP SCUSH X MTG BRKTS, PLATES AND SPACERS AS REQ 8400 10" X 2" LDW 16A (DOOR WIDTH PLUS 4 INCHES) 160S H & J C627A LENGTH AS REQ 896S LENGTH AS REQ U698 PB67AB ROUND DOMED PUSH BUTTON LA11 WH DECORATIVE WIRED DOOR CHIME 12G. STEEL OPTION -IVES LG1 630 626 626 689 630 CL AL CL AL 626 626 626 IVE VON UNK LCN IVE NGP NGP NGP NGP IVE IVE IVE IVE RESPONSIBILITY NOTE: 1. IT WILL BE THE CONTRACTORS RESPONSIBILITY TO COORDINATE AND OVERSEE THE INSTALLATION OF ALL PHONE AND DATA CABLING, AS WELL AS ALL TERMINATIONS NECESSARY TO PROVIDE A WORKING PHONE/POS SYSTEM PRIOR TO STORE TURNOVER. WHILE THESE SUBCONTRACTORS ARE DIRECTLY CONTRACTED THROUGH LUSH, IT WILL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT THESE VENDORS COMPLETE THEIR SCOPE OF WORK PER GENERAL CONTRACTOR'S SCHEDULE. 2. EACH SPEAKER IN THE SHOP NEEDS A HOMERUN. THERE NEEDS TO BE SEPARATE WIRES FOR EACH SPEAKER. PLEASE USE PLENUM RATED SPEAKER WIRE. 3. DOOR COUNTER NEEDS A CAT5 LINE PULLED FROM THE DOOR TO THE CASH DESK WITH A JACK ON THE END. 4. PHONE LINE WILL BE A RJ45 4 PAIR LINE SET FROM BACK ROOM TO CASH DESK. NOTE: • A READILY VISIBLE DURABLE SIGN IS TO BE POSTED ON THE EGRESS SIDE ON OR ADJACENT TO THE DOOR STATING: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. • THE BOTTOM 10" OF ENTRY DOOR SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HA ARDOUS CONDITION. • STOCK ROOM DOOR TO HAVE A 10" BRUSHED S.S. KICK PLATE AT THE BOTTOM OF THE DOOR. • CONTRACTOR TO PROVIDE 8 SETS OF KEYS FOR ALL DOORS IN SCOPE. CONTINUOUS CAULK EACH SIDE H.M. JAMB - FASTEN TO STUDS AS REQUIRED PROVIDE ADDITIONAL FRAMING AS REQUIRED SCHEDULED PARTITION J 1 02 DOOR JAMB DETAIL SCALE: 3" =1'-0" RECESSED J BOX TO FIT PLUG AND TRANSFORMER BEHIND SIGNAGE - RE: ELEVATIONS FOR HEIGHT 32-0" 6" 71 /4" 3'-0" 3-3 1 /2" 11'-4 3/4" 71/4" / L 12-3 3/4" 4 3/4" 13-10 3/4" 12-7 1/4" 02/A-203 STOCKROOM 04/A-203 6'-5 3/4" POWER SUPPLY TO BE LOCATED TOWARDS BACK OF CASH DESK TO ALLOW FOR EQUIPMENT AND SUPPLIES - COORDINATE WITH LUSH DURING CONSTRUCTION OUTLET FOR SCALE TO BE LOCATED BEHIND STORAGE UNIT AT 22" A.F.F. 102" A.F.F POWER AND DATA TO BE PULLED TO EACH POS STATION FROM FLOOR OUTLET 01/A-201 CEILING BULKHEAD ABOVE SHOWN DASHED RE: A-104 CEILING BULKHEAD ABOVE SHOWN DASHED RE: A-1104, 15" A.F.F SALES FLOOR 6'-101 /2" RECESSED POCKETS FOR TRACK LIGHTING ABOVE SHOWN DASHED RE: A-104 PONY WALL- REFERENCE SHEET A-201 1'-31 /2" 15" CEILING BULKHEAD ABOVE SHOWN DASHED RE: A-104 PONY WALL - REFERENCE SHEET A-201 17'-91 /2" 02/A-201 28" RECESSED POCKETS FOR TRACK LIGHTING ABOVE SHOWN DASHED RE: A-104 CEILING BULKHEAD ABOVE SHOWN DASHED REi A-104 2-1" 6'-91/4" CEILING BULKHEAD ABOVE SHOWN DASHED RE: A-104 15" A.F.F 01/A-202 48" A.F.F 8'-41 /4" 5'-41 /4" 02/A-400 1 CONSTRUCTION PLAN SCALE: 1/4" =1'-0" RECEIVED CITY OF TUKWILA JUL 12 2017 PERMIT CENTER DATE: 07.07.17 JOB NO: 1617 DRAWN: STAFF CHECKED: CM 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 U 0 0 C� 0 -0 0 v.) 8897 - SOUTHCENTER 0 Lil LL Lu_1 SOUTHCF\T IR 09 N 00 00 p CO LFII LU 01 REGISTERED APCs` S rECT rcrrL ,,' _1 w !? MORGAN STATE OF WASHINGTON REVISIONS REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 8 2017 City of Tukwila ING DIVISION CONSTRUCTION PLAN SHEET NUMBER A-102 FIXTURE SCHEDULE NO. FIXTURE DESCRIPTION REQUIRES OP /CI CP /CI DESK . FR1 S ANDtMG TABLE POWER R AND DATA TO BE MOUNTED IN ,HECAS MIDDLE OF THE TILL TOWARDS THE E? .CK OUT OF TIE WAY FOR EQUIPMENTNT . A.P.E. j / STORAGE I a TABLE SCALE HERE: t"r''\'tu _.. ,.. GROMMET r,? RIGHT :: POWER `•^>R t;t,��,€_ \te).'.... .... `:'. 'HOLES,-fL?i IESTOP AS CUT SHOWN FOR RECYCLING O IMPULSE Q •y 3E UNI S -E ANE' NG UN: r `SOAPUNiT ••FR'>'F_.,AN€:!NITUN€; ^,?.• 1,'t, TILE tri.: , ,. -.FIRE ...., €:? PLYWOOD SLI_:K(:vC RE: ._.,. FOR LOCATION ,ER • O? WALL , "`UNIED SIGN r SHOWER. l\lFREESTANDING UNITS Wl>W._. ,tN1D SHELVES EoIRE;} -GC O TILE ON` H E.: . -FIRE APLYWOOD.) BLOCKING ,. .. ..:V )LOCATION -``E:F RESISTANT %' TYPE ' GYP. B€:;. / / 6 \ is OU i• N -FIRE RATED PLYWOOD ii.: :NG RE: ELEV. FOR LOOAE.Od -POWER FOR (rHP N ILLUMINATION EB • WALL. 1 .HE UNI' r i'EE1 tiLitI-,. k:0Ut IED SHELVES -FIRE RATED ?L1WO D BLOCKING \BFELEV. FOR LOCATION 0, 8A SKINCARE • E'RELI.'.;J CAM:t:G UNITS (PLUMBING N REQUIRED) -FIRE RATE-,)PLYWOOD BLOCKING •'f�(-:ELEV. '. FORLOCA t ON - ::, ,,'r ER .?- : LOCATION.AN, TYPE 'X' GYP. BD. 8B ;iKiNCY:...,... • WALL MOUNTED SHELVES IRc- R•.?;__, • PLYWOOD �;_iI_:._.._C)C::,.+� - RE:: \.._.... FOR LOCATION - WATER 1 RESISTANT •i`;.. i`rPE ;\• GYP. :; 9 r1ht'iS..V..r�S?:. 'REE:SAN INC- laIS WITH A`L EN i c1 --FIRE RATED PLYWOOD BLOCKING - RE ELEV. ::C:)ER LOCATION (ION r 1 0 0 :: E -.SI : ('Ft €:?G€:: ;I::.F.. €!C �.. r'E. D: POWER �i 4C' VENTILATION TO BE .PROVIDED 7 FRESH C AN i ?'E'i . A -FRAM E.. FREESTANDING ING UNI 0CONSULTATION 0 TABLE.: . i - REE:.) ANDING UN? • ;C ;t: 1 LE :`NSITE r CHARITY POT WALL MOUNTED SHELVES • :h RATED PLYWOOD E:CCAlr+�C. _C.. FOR LOCATION r (14) BATH CONSUL.. . •i -REE E .N€DING UNI r 15A BATH TABLE FREESTANDING T r 15B . E'l'i TABLE - FREESTANDING 'MO SI , £' FR -ANE `' -GC ;� ? 3E_E:. UNIT ON$i 3 E (PLO MB NG REQUIRED) ) 'WA i CLI\ i\ .S�i �` lilil£ ;'r`' TYPE X• GYP. (1€:i, j 17A EF1''lIRF AB! E.. ' FFit:..:S ANE:=INCG l-ABI..E 17B AlNDtvFREESTANDING UNIT ''.3:INSTALLED IN AREAOF LIGHT BOX 8 GIFTS) WALL MOUNTED SHELVES RATED P.Y%?Or BLOCKING .:iELEV. FOR LOCATION (19) FREE•STMDING UNIT WITH WALL MOUNTED SHELVES :€1f'ES _ FOR LOCATION _ _W : - L:: I €' S:I VES' a.: L OLIF 3? ` -FIRE RATED P Y'N Ci BLOCKING :E:_,iY .(20)-- OR LOCATION . HAIRCARE FREESTANDING UNITS iTS'N1T€-€ t'r't€.... MOUNTED ' SHELVES (PLUMBING REQUIRED) :viciuPLYWOOD ...€.00'i?�.�' r:F:i:i.E:%. FOR LOCA.TION } RE.SISTANTi,`,: r 'X GYP. BD. PEG BOARD i KNOT WRAP UNIT KNOT WRAP & CANVAS ;OEC -FIFE R4?.? PLYWOODBLOCKING - RE: ELEV. FOR LOCATION €ON r (\ /) LI•.•'HT?iOX-CEILING MOUNTED (ELECTRICAL. REQUIRED) -.GC ':.\�:'::r'1E'OR INCEILING RE-::/ P., FOR LOCATION - RECESSED POWER AND DATA REQUIRED E1 IN CEILING 24 ,WRAP ADDEP -FIRE REPLYWOOD BLOCKING - RE: _.._...\, FOR LOCATION r CANVAS BAG HOOKS RE:.. ._ . }FIRE RATED : D PLYWOODBLOCKINt ._ FOR LOCATION 26 'L '`ATNi;: SE:P VES -FIRE RATED PLYWOOD BLOCKING .,..: EL.:::V. FOR LOCATION 0 : `IPP S i 0 RfAGE:.. SYSTEM E:M OWN ;� 1` • t` COORDINATE£ 'Z Y l i ER PROVIDED - GC T4 EN IAL€....,TION WITH PIPP CONT C; : ,IO NRI RITTER: DIRECTOR R OF SALES ? ;A1 ,IRI ,-::n:. �P.I D�. `; r.c, E. CO rF..:l'.L: T 3t.::�i(.:.t.:.f:::S D:el 0-988-4074 229 STAFFLOCKERS • : 5 OWNER, PROVIDED - GC TO COORDINATE INSTALLATION ,?111 PPP . -FIRE r EELPLYWOOD RL1CKiNG RE: ELEV. FOR LOCATION GC TO COORDINATE IaSTALLAON1ANA E DESK AND PRiNTERCADD` OWNERPRiOVIDL.�. - WITH PIPP tAa'J4�• .R�tRC'= /A 30 !..i:C,,Cr;(EG(A'''TE€i(: <.E:.iX'3.:,irAT:11t.:. ii; >. :Ir:C%:.;'`0RK SMART j 0 lM COAT HOOKS. QY 2 a`ER Y \iEDtD • GO TO i\0RD< 5A•:1NSTA INSTALLATION OWNER WITH PIPP j FRIDGE AND MICROWAVE .;: :R REWIRED €O BOTH -LARGE r>•_tEGE;N; FRIDGE - ;OS,DEPY US�;dlEMPLOYEE :205429 74. Ml.CnVE <_C ((\ WHITE PANASONIC ,iST;zi M.. SIZE /%j l 0 i PROVIDED IC:FLAKER -ELECTRICAL AND PLMB'rREQUIRED24HR ouTLE.r. ENERGY STAR F-330EASEL` CONTAINED ICE I AKER WIBUILT IN S I ORAGE jbNER A 34 i E OCK Ino \fE MOP INK PLUMBING REQUIRE: r7 /// STOCKROOM Y\YASHUE-- - HChs4EDE PC:T T30-144 FREESTANDING r.. 271N 2 HOLE SINGLE BOWL L SIN€ FAUCET- i 3 €iIE DEPOT BIF40 030136 • PLUMBING REQUIRED 4 ., i OCK.RO �I €.f ,'.:`•`E R r(//, WATER COC'L.:R •- HOME DEPOT CIE ACIE R E?Ai' €s; F'i;.:r:1 vivG10 6BL i•1•HOU ELECTRICAL AL IRE UitRE;E) j DISCIPLINES COORDINATION NOTES 1. REFER TO THE MECHANICAL DRAWINGS BY HTE ENGINEERING FOR LOCATION, SIZES AND SPECIFICATIONS OF HVAC AIR HANDLER, DUCTWORK, DIFFUSERS, AND REGISTERS. 2. REFER TO ELECTRICAL DRAWINGS BY HTE ENGINEERING FOR LOCATION AND SPECIFICATIONS OF PLUMBING, PANELS, RECEPTACLES, SWITCHES, CIRCUIT WIRING, LIGHTING FIXTURES, EMERGENCY LIGHTING AND EXIT LIGHTS. 3. REFER TO PLUMBING DRAWINGS BY HTE ENGINEERING FOR LOCATION AND SPECIFICATIONS OF PLUMBING FIXTURES AND ACCESSORIES FLOOR PLAN NOTE: ( SEE LANDLORD'S SPECS ON LANDLORD'S "FINISH PLAN COMMENTS" ON SHEET A105 ) A WATERPROOF MEMBRANE MUST BE INSTALLED UNDER THE CERAMIC TILE FLOOR AND UP ALL WALLS A MINIMUM OF SIX INCHES. THIS MEMBRANE MUST BE A ROLLED OUT TYPE MEMBRANE (NOBLESEAL OR EQUAL). ANY AND ALL DAMAGE CAUSED BY TENANT LEAKS WILL BE SOLELY THE TENANTS RESPONSIBILITY AND EXPENSE. RESPONSIBILITY NOTE: 1. IT WILL BE THE CONTRACTORS RESPONSIBILITY TO COORDINATE AND OVERSEE THE INSTALLATION OF ALL PHONE AND DATA CABLING, AS WELL AS ALL TERMINATIONS NECESSARY TO PROVIDE A WORKING PHONE/POS SYSTEM PRIOR TO STORE TURNOVER. WHILE THESE SUBCONTRACTORS ARE DIRECTLY CONTRACTED THROUGH LUSH, IT WILL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT THESE VENDORS COMPLETE THEIR SCOPE OF WORK PER GENERAL CONTRACTOR'S SCHEDULE. 2. PROPERLY RECYCLE/DISPOSE OF ALL PLASTIC WRAP AND CARDBOARD DURING FURNITURE INSTALL. 3. FURNITURE SHALL BE RECEIVED BY NO LESS THAN 4 PEOPLE. 6 PEOPLE IS PREFERRED. 4. CONTRACTOR TO PROVIDE 2 PROFESSIONAL CLEANING FOR JOB COMPLETION: 4.1. ONE CLEANING WILL OCCUR RIGHT BEFORE THE MERCHANDISERS PLACE PRODUCT 4.2. THE SECOND CLEANING WILL OCCUR THE DAY BEFORE THE OFFICIAL OPENING. PARTITION LEGEND EXISTING WALLS / PARTITIONS UP TO CEILING ON RCP NEW GWB PARTITIONS PARTITION TYPE (SEE A-003) LUSH NOTES: 1. EACH CASH TILL TO BE ON DEDICATED CIRCUITS. 2. OUTLET AT FRESH PAN UNIT TO BE SPLIT CIRCUIT WIRE PLUS -15 AMPS EACH. 3. ENSURE FRESH UNIT, LIGHT BOXES AND CASH DESK ON SEPARATE CIRCUITS. 4. PULL CHORDS TO TELEPHONE BOX REQUIRED 5. PLEASE REFERENCE DATA CABLE DIAGRAM ON DETAILS SHEET FOR MORE INFORMATION ON CASH DESK WIRING 02 4" X 4" DOUBLE BULLNOSE TILE 4"X4" BULLNOSE TILE REGULAR 4" X 4" TILE _■\ ' REGULAR 4" X 4" TILE TILE INSTALLATION DETAIL CORNER 4" X 4" BULLNOSE TILE SCALE: 1 1/2" =1'-0" 19'-8" V.I.F. 12-4" V.I.F. 13-10 3/4" COMM PANEL TO BE LOCATED HERE ELECTRICAL PANELS AND TRANSFORMER ABOVE LOCATED HERE RE: ELECTRICAL DRAWINGS FOR DETAILS PIPP MOBILE STORAGE SYSTEM - COORDINATE WITH PIPP SHOP DRAWINGS FOR INSTALLATION REQUIREMENTS NOTE: PIPP MOBILE STORAGE SYSTEM WILL BE PROVIDED AND INSTALLED BY PIPP - G.C. TO COORDINATE INSTALLATION REQUIREMENTS WITH JOHN RITTER AT PIPP AT START OF CONSTRUCTION STOCKROOM TOILET /%7///aiiaii/ii�lii FLOOR OUTLET - POWER AND DATA TO BE PULLED TO EACH POS STATION - KEEP CONDUIT co TOWARDS BACK OF UNIT TO ALLOW FOR EQUIPMENT POWER FOR SIGNAGE @ 102" A.F.F. OUTLET FOR SCALE TO BE LOCATED BEHIND STORAGE UNIT AT- 22" A.F.F. CO TRACTOR TO TILE BACK WALL BEHIND UNIT ON SITE 8'-5 3/4" 30" X 48" CONTRACTOR TO TILE BACK CLEAR FLOOR PANEL OF DISPLAY UNIT ON SITE SPACE CEILING BULKHEAD ABOVE - SHOWN DASHED SALES FLOOR SINK- WATERPROOFING MEMBRANE REQUIRED OWNER PROVIDED SINK FAUCETS DISPLAY FIXTURE TO HAVE SUSPENDED PENDANT - SHOWN DASHED N CV SALES FLOOR SINK - WATERPROOFING MEMBRANE REQUIRED OWNER PROVIDED SINK FAUCET SALES FLOOR POWER FOR SIGNAGE @ 54"A.F.F. ti M 30" X 48" CLEAR FLOOR SPACE PONY WALL RE: 02/A-201 N u 179 CV 10 DISPLAY FIXTURE TO HAVE SUSPENDED PENDANT - SHOWN DASHED PONY WALL RE: 02/A-201 30" X 48" CLEAR FLOOR SPACE OWNER PROVIDED DISPLAY FIXTURE - G.C. TO PROVIDE WHITE TILE ON BACK WALL OF FIXTURE - TO BE INSTALLED ON SITE "-DISPLAY FIXTURE TO HAVE SUSPENDED PENDANTS - SHOWN DASHED 30" X 48" CLEAR FLOOR SPACE SALES FLOOR SINK- WATERPROOFING MEMBRANE REQUIRED OWNER PROVIDED SINK FAUCET DASHED LINE INDICATES CEILING HEIGHT TRANSITION - RE: RCP FOR DETAILS 48" A.F.F. 24HR QUAD OUTLET FOR FRIDGE CEILING MOUNTED LIGHT BOX CONTRACTOR TO PROVIDE POWER AND BLOCKING IN CEILING ALONG WITH 2 CAT 5 CABLES WITH FLUSH MOUNTED FEMALE ENDS RECEIVED CITY OF TUKWILA 8'-41 /4" 5'-7" 1/2" JUL 12 2011 PERMIT CENTER 1 DATE: 07.07,17 JOB NO: 1617 DRAWN: STAFF CHECKED: CM 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 0 0 U 4 ) 0 cn w Y 8897 SOUTHCENTER ga Pi SOUTHCL 00 V !STEREO C000 TLAND kr'IU'ii';4N STATE. OF u1tf+iJ171?�H:+4JIro N LJ REVISIONS REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 8 2017 City of Tukwila DUI _ ► ..� FLOOR PLAN SHEET NUMBER A-103 CEILING SCHEDULE TYPE DESCRIPTION LOCATION BY ROOM# TYPE DESCRIPTION LOCATION BY ROOM# 01 NEW GYPSUM BOARD CEILINGS -TO BE SMOOTH, EASILY CLEANABLE, NON-ABSORBENT 100 ,101 E w tri BARNLIGHT ELECTRIC BANTAM ARTESIA PENDANT - BLE-CC-WHBA-PC - 8" - 975 -GALVANIZED - GALVANIZED CAGE - CSB -BLACK CLOTH CORD - BLACK CANOPY 100 02 NEW LAY -IN TILE CEILING - 8223 - ASTRO (WHITE) NRC - .55- CAC 35 FIRE RES. - CLASS A - LR.86 - USG INTERIORS INC. - 2X2X5/8 102 F `r' BARNLIGHT ELECTRIC MIG RETRO STEEL INDUSTRIAL PENDANT - BLE -MIG -008 - 8" - 375 -DARK GREEN - CSB -BLACK CLOTH CORD - BLACK CANOPY 100 03 NEW FACTORY PAINTED 14 GA. METAL PANELS - BLACK 100 G `ir BARNLIGHT ELECTRIC MARITIME SHALLOW BOWL PENDANT - BLE-C-YDM-PC - 14" - 975 -GALVANIZED - CSB -BLACK CLOTH CORD - BLACK CANOPY 100 Nco �' �'� , II H' " - fl BARNLIGHT ELECTRIC STANDARD PENDANT LIGHT- BLE-C-WHS-PC -16" - INDUSTRIAL GREY FINISH CSB BLACK CLOTH CORD MOUNT 7 0" A.F.F. 100 A p 41G 4" 4iGIMBAL - MATTE WHITE - LED - 3000K 100 J * BARNLIGHT ELECTRIC GOOSENECK WALL LIGHT - BLE -G -AUS -PC - 17" - G31 COLOR: 300 -DARK GREEN - 975-GALVINIZED ARM FINISH - 975 -GALVANIZED CAGE FINISH 100 Al 41G 4" 4iGIMBAL - MATTE BLACK - LED - 3000K 100 K `w' i BARNLIGHT ELECTRIC KAO FARGO PENDANT - BLE-CC-FAR/KAO - 5" - 105 -TEXTURED BLACK - 975 -GALVANIZED CUP FINISH - WIRE CAGE - CSB -BLACK CLOTH CORD - BLACK CANOPY 100 B © 61G 6" GIMBAL - MATTE WHITE - LITHONIA LIGHTING - LED - 3000K 100 L 2'X4' FLUORESCENT FIXTURE W/ 2 LAMPS RE: ELECTRICAL SCHEDULE 102 B1 0 61G 6" GIMBAL - BLACK - LITHONIA LIGHTING - LED - 3000K 100,101 sP PROFICIENT C606 RECESSED CEILING SPEAKER (WHITE) - FOR BLACK CEILINGS, SPEAKER CAP TO BE PAINTED TO MATCH BY LUSH WOOD SHOP 100 C1 LITELINE CORPORTATION - ATF7415 - 3500K • BLACK 1000 RETAIL TRAFFIC SENSOR 100 D w el r BARNLIGHT ELECTRIC KAO FARGO PENDANT - BLE-CC-FAR/KAO - 8" - 105 -TEXTURED BLACK - TEXTURED BLACK CAGE - CSB -BLACK CLOTH CORD - BLACK CANOPY 100 STEREO - SHERWOOD MODEL #RX -4105 RECEIVER TO BE INSTALLED IN BACK ROOM W/ SPEAKER WIRES TO BE DESIGNATED IN SAME AREA 100 PARTITION LEGEND EXISTING WALLS / PARTITIONS UP TO CEILING ON RCP NEW GWB PARTITIONS PARTITION TYPE (SEE A-0.3) REFLECTED CEILING PLAN NOTES: 1. ONE CAT5 RUNNING FROM THE CEILING MOUNTED PEOPLE COUNTER TO THE CASH DESK WITH A JACK ON THE END OF IT AND A RJ45 CAT5 4 PAIR LINE SET FROM THE BACK ROOM. 2. FOR THE SPEAKER WIRES - YOU WILL NEED A PLENUM RATED SPEAKER WIRE. - EACH SPEAKER WILL NEED A HOME RUN. THERE NEEDS TO BE SEPARATE WIRES FOR EACH SPEAKER. SPEAKERS AND STEREO TO BE WIRED IN STOCK ROOM U.N.O. 3. PLEASE REFERENCE DATA CABLE DIAGRAM ON DETAILS SHEET FOR MORE INFORMATION ON CASH DESK WIRING LUSH NOTES: 1. FOR ALL MONOPOINTS FIXTURES, SUPPORT BRACKETS, SUSPENSION DEVICES, CABLES, CONNECTORS, ADAPTERS AND TRANSFORMERS ARE TO BE COORDINATED THROUGH APPROPRIATE SUPPLIERS. 2. OWNER TO SUPPLY SALES FLOOR LIGHTING ONLY, CONTRACTOR TO INSTALL ALL LIGHTS. 3. ENSURE ALL DIFFUSERS, ESCUTCHEON PLATES AND LIGHTING TRIM ARE TIGHT TO CEILING. 4. ALL SPRINKLER HEADS TO BE FULLY RECESSED. 5. G.C. TO PROVIDE CONCEALED ACCESS PANEL FOR SIGNAGE COMPONENTS AND SECURITY POWER PACKS WITHIN STOREFRONT BULKHEAD. TYPE '01' GYP.BD. 10'-0" A.F.F CEILING TO BE PAINTED FLAT WHITE - RE: MATERIAL SCHEDULE A-105 PT -1 TYPE '01' GYP.BD. 9'-0" A.F.F CEILING TO BE PAINTED EGGSHELL WHITE - RE: MATERIAL SCHEDULE A-105 PT -1 CORRI DOR HEADER TO BE AT 7'-4"A.F.F. SUSPENDED PENDANTS FROM FIXTURE. G.0 TO PROVIDE J BOX ABOVE AT 8'-4" CV CO EN tA to fA CSA M CO • M N EV 2'-0" 1 A 4 G -A1 ---- -ED Al 3'-0" 3'-0" odik TYPE 'Al ' GYP.BD. 111-1 10-0" A.F.F. CEILING TO BE PAINTED Al EGGSHELL BLACK- RE: MATERIAL SCHEDULE A-105 .//iaiaioiaiiiarar / ri r rr 1' 7" •� A1— A1 LO 2-8" C� Al O Al PT -2 —®Al 4'-0" 0 4'-0" TYPE '02' LAY -IN CEILING 11'-0" A.F.F. L L O Al � �1- 4'-0" 2-0" 0 4'-0" 1,B1 4'-0" B12'-10 3/4" 4'-0" 10 3/4" 4'-0" ///////,(////l///////////////////////////////////////////l///// O A1----$A�----$A1----- O Al 21'-01 /4" 81 6-3 3/4" B1 5'-5 3/4" B1 C1 0 2'-1 1/4" B1 TRACK LIGHTING TO BE SURFACE MOUNTED INSIDE RECESSED 81/2" POCKET 4'-11 3/4" 10'-21 /2" B1 1'-1" N EV 2'-81 /2" O Al DRYWALL MUD IN ACCESS PANEL FOR SIGNAGE - COORDINATE EXACT LOCATION WITH SIGN COMPANY AND INSTALLER G.0 TO PROVIDE SUPPORT IN CEILING - SHOWN DASHED - FOR CEILING MOUNTED DISPLAY FIXTURE - REFERENCE STRUCTURAL DRAWINGS FOR ANCHOR AND SUPPORT DETAILS 1'-0" 1'-5" 0 CV 0 CV ti M U Al Al Al Al Al 0 Al 4'-7" 2-3 3/4" 10'-11" B1 0 0 N -\-®Al— - —O Al - — 3'-2" 3'-2" 3-2" - - 5'-0" 1 - --@-A-1 0 Ash 1'-10" 2-4" 2'-4" 1'-10" B1 5'-0" fzr co B1 2'-81/4" 2'-0" TRACK LIGHTING TO BE SURFACE MOUNTED INSIDE RECESSED POCKET 8'-0" 3'-01 /4" O Al i/i /iir/. B1 5'-0" pim TYPE 'Al' GYP.B 10'-0" A.F.F. 5'-0" B1 Ci 0 0 0 0 0 0 0 0 0 0 0 0 0 CEILING MOUNTED PEOPLE COUNTER- 5-6" FROM ENTRANCE REFLECTED CEILING PLAN SCALE: 1/4" =1'-0" 21'-41 /4" 1 1 TYPE 'Al' GYP.BD. 10'-0" A.F.F. PT -2 CEILING TO BE PAINTED EGGSHELL BLACK - RE: MATERIAL SCHEDULE A-105 CEILING MOUNTED SPEAKER - TRIM FOR SPEAKER TO BE PAINTED BLACK BY LUSH WOODSHOP TYPE 'Al' GYP.BD. 10'-0" A.F.F. PT -2 CEILING TO BE PAINTED EGGSHELL BLACK- RE: MATERIAL SCHEDULE A-105 TYPE 'Al' GYP.BD. 10'-0" A.F.F. PT -2 CEILING TO BE PAINTED EGGSHELL BLACK - RE: MATERIAL SCHEDULE A-105 RECEIVED CITY OF TUKWILA JUL 12 2017 PERMIT CENTER DATE: 07.07.17 JOB NO: 1617 DRAWN: STAFF CHECKED: CM 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 0 0 0 (n 8897 OUTHCENTFR D W Li (/9 W cOR'i'[Aj',!(; NIOf (3,Aftl STATE, OF ASNING�TON 7 SOUTHCENTER 0 00 RFfISTERED Mc-Ntd:CT REVISIONS oo 00 oo REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 8 2017 City of Tukwila BUILDING DIVISION REFLECTED CEILING PLAN SHEET NUMBER A-104 2'-2" ''/%1 Ir /14211 Atink we, ve, CEILING MOUNTED SPEAKER -TRIM FOR o) SPEAKER TO BE PAINTED BLACK BY LUSH WOODSHOP TYPE 'Al ' GYP.BD. ics ' \ i 12'-8" A.F.F. 81/2" ,:- co M cp CEILING TO BE PAINTED °O EGGSHELL BLACK- RE: MATERIAL SCHEDULE A-105 PT -2 Nco 0 0 N -\-®Al— - —O Al - — 3'-2" 3'-2" 3-2" - - 5'-0" 1 - --@-A-1 0 Ash 1'-10" 2-4" 2'-4" 1'-10" B1 5'-0" fzr co B1 2'-81/4" 2'-0" TRACK LIGHTING TO BE SURFACE MOUNTED INSIDE RECESSED POCKET 8'-0" 3'-01 /4" O Al i/i /iir/. B1 5'-0" pim TYPE 'Al' GYP.B 10'-0" A.F.F. 5'-0" B1 Ci 0 0 0 0 0 0 0 0 0 0 0 0 0 CEILING MOUNTED PEOPLE COUNTER- 5-6" FROM ENTRANCE REFLECTED CEILING PLAN SCALE: 1/4" =1'-0" 21'-41 /4" 1 1 TYPE 'Al' GYP.BD. 10'-0" A.F.F. PT -2 CEILING TO BE PAINTED EGGSHELL BLACK - RE: MATERIAL SCHEDULE A-105 CEILING MOUNTED SPEAKER - TRIM FOR SPEAKER TO BE PAINTED BLACK BY LUSH WOODSHOP TYPE 'Al' GYP.BD. 10'-0" A.F.F. PT -2 CEILING TO BE PAINTED EGGSHELL BLACK- RE: MATERIAL SCHEDULE A-105 TYPE 'Al' GYP.BD. 10'-0" A.F.F. PT -2 CEILING TO BE PAINTED EGGSHELL BLACK - RE: MATERIAL SCHEDULE A-105 RECEIVED CITY OF TUKWILA JUL 12 2017 PERMIT CENTER DATE: 07.07.17 JOB NO: 1617 DRAWN: STAFF CHECKED: CM 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 0 0 0 (n 8897 OUTHCENTFR D W Li (/9 W cOR'i'[Aj',!(; NIOf (3,Aftl STATE, OF ASNING�TON 7 SOUTHCENTER 0 00 RFfISTERED Mc-Ntd:CT REVISIONS oo 00 oo REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 8 2017 City of Tukwila BUILDING DIVISION REFLECTED CEILING PLAN SHEET NUMBER A-104 FINISH SCHEDULE MATERIAL DESCRIPTION LOCATION GLASS DESCR: %2" Clear Tempered Glass GL -1 FINISH: Clear Tempered NOTES: STOREFRONT -New Storefront Windows METAL DESCR: 14 Gauge MIN. Metal Panels MT -1 COLOR: BLACK FACTORY PAINTED - Satin Finish NOTES: In no case is oil canning, scratches, warps, dents, occlusions, visible seams or other imperfections allowed. STOREFRONT DESCR: Brushed Aluminum MT -2 DOOR HARDWARE SET - HW02, HWO3 CONCRETE DESCR: CTS CEMENT RAPID SET TRUE PC CON -1 MODEL: 3000 FINISH: POLISHED 1500 GRIT NOTES: G.C. TO PROVIDE PROTECTIVE SEALER SALES 100 NOTES FOR CON -1: -FINISH: FINE AGGREGATE (SALT AND PEPPER) LEVEL 02 STAIN (HONED) MATTE APPEARANCE WITH OR WITHOUT SLIGHT DIFFUSED REFLECTION MIRROR DESCR: 1/4" Clear Tempered Glass Mirror MR -1 TOILET CERAMIC TILE DESCR: 6" X 6" Wall Tile CT -1 COLOR: WHITE (1) 0100 MANUF: DALTILE SUPPLIER: KAREN FOURCHALK 604.251.8995 SALES 100 NOTES FOR CT -1: -PATTERN TO BE STACKED, ENSURE ONLY FINISHED EDGES ARE EXPOSED ON ALL CUT TILE. BULLNOSE TO BE APPLIED TO ALL EXPOSED EDGES. GROUT DESCR: Grout GR -1 COLOR: CHARCOAL #685 MANUF: Flextile NOTES: To be used with all tile SALES 100 - Wall Tile WALL BASE DESCR: .375 X 4.5" MANDALAY Wall Base B-1 COLOR: FAWN - 80 MANUF: JOHNSONITE NOTES: SALES 100 DESCR: 6" X 6" BASE COVE TILE B-2 COLOR: WHITE (1) 0100 G MANUF: DALTILE SUPPLIER: KAREN FOURCHALK 604.251.8995 SALES 100, TOILET RM DESCR: 4" RUBBER WALL BASE B-3 COLOR: 20 CHARCOAL MANUF: JOHNSONITE STOCKROOM WOOD DESCR: VERIDIAN RECLAIMED WOOD ,N MATERIAL: ANTIQUE BARNWOOD - PREFINISHED V D-1 MANUF: VERIDIAN SUPPLIER: Kristen Gilchrist (503) 468-3539 SALES 100 -USED ON WALLS VCT DESCR: Standard Excelon Tile VCT -1 SIZE: 12"X12" COLOR: Imperial Texture 51904 Sterling MANUF: Armstrong STOCKROOM CEMENT DESCR: PANDOMO WALL DYED CEMENT WALL FINISH MANUF: ARDEX CMT -1 FINISH: SMOOTH 10/3.5 DARK GRAY SEE CEMENT WALL FINISH NOTES STOREFRONT PAINT DESCR: Wall and Gyp. Bd. Ceiling Paint PT -1 FINISH: EGG SHELL = WALLS FINISH: FLAT =CEILING COLOR: Imagine.01 CONTACT: Lynn Morgan lynnm@yotocotorhouse.com SALES 100 - Paint must be ordered from YOLO directly. West Coast - Allow 2-3 busincess days for shipping & East Coast -Allow 5-6 business days. DESCR: Chalkboard Wall Paint PT -2 FINISH: EGGSHELL Finish - 3 COATS COLOR: YOLO Black Nourish.06 CONTACT:Lynn Morgan I nnm g y @yolocolorhouse.com SALES 100 - Paint must be ordered from COLORHOUSE directly. West Coast - Allow 2-3 busincess days for shipping & East Coast - Allow 5-6 business days. DESCR: REAR PANELING @ CASH DESK STORAGE PT -3 FINISH: SEMI -GLOSS - Two Coats Required SALES 100 - Paint must be ordered from POLO directly. West Coast - Allow 2-3 busincess days for shipping & East Coast -Allow 5-6 business days. COLOR: GRAY METAL .04 CONTACT: Lynn Morgan lynnm@yolocolorhouse.com NOTES FOR PAINT: - PAINT REQUIRED A LEAD TIME OF 5-6 BUSINESS DAYS. -A QUART WILL BE SENT TO THE SITE WITH ORDER, TO BE KEPT IN SHOP (LABELED "DESIGN TOUCH UPS"). -TO BE STORED NEXT TO STEREO -USE FLAT FINISH FOR CEILING -USE EGG SHELL FOR WALLS MATERIALS / FINISH LEGEND ® B-1 FLOOR FINISH / WALL BASE PT -1 WALL - CEILING FINISH / SURFACES --*— FLOOR TRANSITION A MILLWORK/FINISHES FINISH PLAN NOTES: 1. RECLAIMED WOOD CORNERS TO BE MITERED. CONTRACTOR TO DETERMINE WHICH FACE OF THE RECLAIMED WOOD TO USE ON SITE. IF WOOD IS TOO WEATHERED AND DETERIORATING, PLEASE USE REVERSE SIDE. CONDITIONS OF WOOD TO BE VERIFIED WITH LUSH DESIGN AND CONSTRUCTION AFTER DELIVERY. 2. DUE TO THE NATURE OF THE WOOD, THE BOARDS VARY IN SIZE AND THICKNESS AND MAY REQUIRE ADDITIONAL WORK TO BE DONE ON SITE BY CONTRACTOR. CONTRACTOR TO TAKE TIME TO ASSES WHAT THE PRODUCT VARIANCES ARE AND HAVE A GAME PLAN ON THE APPLICATION OF THE BOARDS. CONTRACTOR IS ADVISED TO HAVE TABLE SAW ON SITE FOR EASE OF INSTALLATION. CONCERNING THE WIDTH OF THE BOARDS, EITHER FUR OUT BEHIND THE THINNER BOARDS TO MATCH THICK ONES, OR PLANE DOWN THICKER BOARDS TO MATCH THIN ONES. BOARDS TO BE NO MORE THAN 8' VARIANCE. 3. STACK BOARDS, REFERES TO THE JOINTS OF WHERE ONE BOARD MEETS THE OTHER, FROM ONE LEVEL TO ANOTHER (LIKE BRICK WORK). 4. ALL TRANSITIONS TO BE FLUSH AND LEVEL WITH ADJACENT FLOORING - PROVIDE S.S. SCHLUTER TRANSITION CEMENT WALL FINISH NOTES: G.C. SHALL COORDINATE INSTALLATION METHODS AND PROCEDURES, BEST PRACTICES WITH THE CONCRETE FINISH MANUFACTURER'S REPRESENTATIVE. WALL FINISH PRIMER PRODUCT: ARDEX P 51 CEMENT WALL FINISH PRODUCT: ARDEX PANDOMO WI COLOR: C10/3.5 WALL FINISH SEALER PRODUCT: ARDEX SL STONE OIL SUBSTITUTIONS WILL NOT BE ACCEPTED. MAKE AVAILABLE TO OWNER ORDERING AND DELIVERY RECORDS. G.C. AND SUBS SHALL FAMILIARIZE THEMSELVES WITH THE TECHNICAL SPEC AND BEST PRACTICES RECOMMENDED BY THE MANUFACTURER PRIOR TO COMMENCING INSTALLATION. G.C. SHALL PROVIDE ALL DUST BARRIERS, FANS, AND AIR FILTERS, BREATHING APPARATUS, PROTECTIVE CLOTHING AND DUST REMEDIATION THAT MAY BE REQUIRED TO COMPLY WITH LOCALLY ADOPTED CODE, AHJ OFFICIALS OR NATIONALLY ADOPTED TRADE STANDARDS (OSHA) OR THE LANDLORD, AS THEY RELATE TO CONCRETE POLISHING/FINISHING PROCESSES. G.C. SHALL PROVIDE A DOUBLE LAYER OF SUBSTRATE PANELS WITH STAGGERED JOINTS HORIZONTALLY AND VERTICALLY, FASTENED TO FRAMING. MOVEMENT JOINT SHALL ONLY BE PERMITTED AS RECOMMENDED BY THE MANUFACTURER. G.C. SHALL ENSURE SUBSTRATE IS CLEAN, DUST -FREE, SMOOTH AND FREE OF PROJECTIONS PRIOR TO INSTALLING PRIMER, ARDEX P 51. FOLLOW MANUFACTURER RECOMMENDATIONS FOR DILUTION, APPLICATION AND DRYING/CURING TIME. G.C. SHALL SUPPLY ARDEX PANDOMO PORTLAND CEMENT WALL FINISH TO 2" THICKNESS IN 2 COATS, FOLLOWING MANUFACTURER RECOMMENDATIONS. LEVEL OF FINISH REQUIRED - SMOOTH AS DEFINED IN MANUFACTURERS LITERATURE. SEAL WALL FINISH ARDEX PANDOMO SL STONE OIL. PROVIDE 3 COATS FOR DARK SURFACE PER RECOMMENDATIONS. BUFF SEALER BETWEEN COATS PER RECOMMENDATIONS. PROVIDE MANUFACTURER'S RECOMMENDED LAMB SKIN APPLICATORS AND BUFFERS. G.C. SHALL PROVIDE ALL PLASTERING EQUIPMENT AND CONSUMABLES NECESSARY TO ATTAIN REQUIRED LEVEL OF FINISH, INCLUDING BUT NOT LIMITED TO: SPECIFIED FINISH PRODUCT, CLEAN COOL WATER, MIXING EQUIPMENT, TROWELS, ADJACENT FINISH PROTECTIVES, BUFFING/POLISHING EQUIPMENT AND PADS AND CLEANING OF SURFACES AT ALL STAGES OF FINISH APPLICATION. TOILET ROOM 101 ( CON -1 ) B-2 - CEILING TO BE PTD. GYP. BD. PT -1 POLISHED CONCRETE FLOOR DETAILS AND DESCRIPTION: HYBRID POLISHED CONCRETE - A MULTI -STEP OPERATION, USING EITHER STANDARD GRINDING / POLISHED EQUIPMENT, OR A COMBINATION OF, TO COMBINE THE MECHANICAL GRINDING, HONING, AND POLISHED PROCESS WITH THE FRICTION RUBBING PROCESS BY UTILIZING BONDED ABRASIVE PADS, OR A COMBINATION OF, TO ACHIEVE THE SPECIFIED LEVEL OF FINISHED GLOSS AS DEFINED BY THE CPAA. CLASS B- FINE AGGREGATE (SALT AND PEPPER) - FINE AGGREGATE EXPOSURE WITH LITTLE OR NO MEDIUM AGGREGATE EXPOSURE AT RANDOM LOCATIONS LEVEL 02 - SATIN (HONED) - MATTE APPEARANCE WITH OR WITHOUT SLIGHT DIFFUSED REFLECTION - LOW TO MEDIUM REFLECTIVE SHEEN. v7 32'-0" 4 . . . °• 4 • DOORAND • FRAME PAINTED PT -2 WITH .• BRUSHED S.S. KICK PLATE • °. DOOR AND FRAME PAINTED PT -2 WITH BRUSHED S.S. KICK PLATE 4. d • •.° a a c 4 a 4 a e PAINT WALL BEHIND . v • ° • • d WOOD BLACK PT -2 •• 4 a• •d. • • 4 d a .° 4 4 • a - CEILING TO.gE PTD. 4 ° . ,GYP. BD. PT -2 4 a • . FRONT FACE OF BULKHEAD TO • BE PTD. GYP.BD - BLACK - PT -2 a• a ° •4 A a 4• a a. 4° . . e. a 4 a a . WHITeSG1UARE TILE TO BE INSTALLED ON BACK PANEL OF OWNER PR9VIDW DISPLAY FIXTURE ° • CT -1 a• • :° 4 4 a 4 a. 4 .d A' d' a 4 a •1 • 4 4 SALES FLOOR 100 a C CON -1 ) B-1 • - CEILING TO BE PTD. . e • GYP. BD. PT -2 a: • a d - WHITE S6UARE TILE TO BE a • INSTALLED ON BACK WALL BEHIND OWNER PROVIDED DISPLAY FIXTURE d• UP TO BULKHEAD ALL 4 SIDES OF COLUMN TO HAVE PAINT - PT -2 WALLS BEHIND SINKS TO HAVE WATER RESISTANT %" TYPE 'X' GYP, BD. AND 4WATERPROOFING MEMBRANE ° .HALF WALLS TO HAVE CT -1 TILE ON ALL SIDES AND TOP - BULLNOSE EDGE ON ALL • CORNERS e. a n -4 .4 CT -1 WING WALLS TO HAVE CT -1 TILE ON SIDE AND FRONT FACE - BULLNOSE EDGE ON ALL CORNERS HALF WALLS TO HAVE CT -1 TILE ON ALL SIDES AND TOP - BULLNOSE EDGE ON ALL CORNERS CT -1 FRONT FACE OF BULKHEAD TO BE PTD. GYP.BD - BLACK - PT -2 PT -2 WING WALLS TO HAVE CT -1 TILE ON SIDE AND FRONT FACE - BULLNOSE EDGE ON ALL CORNERS a. d ALL4 SIDES OF COLUMN TO HAVE PT -2 PAINT PT -2 a d a ..a CT -1 a4 4 •. 4 CMT -1 ea SECURITY GRILLE ACCESS ° a DOOR TO HAVE CMT -1 FINISH AND TERMINATE AT CORNER AI' .a - • NEW POLISHED °:CONCRE E FLOOR g._ _ •_� FINISH PLAN SCALE: 1/4" = 1'-0 MT -1 EXISTING MALL TILE CMT -1 CEIVED CITY OF TUKWILA JUL 12 2011 PERMIT CENTER DATE: 07.07.17 JOB NO: 1617 DRAWN: STAFF CHECKED: CM 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 0 oo 00 COrn c I 0 Lil w ILL t 0 00 REVISIONS REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 8 2017 City of Tukwila BUILDING DIVISION FINISH PLAN SHEET NUMBER A-105 111 T.O. STOREFRONT 15-6" A.F.F. V.I.F OWNER PROVIDED PENDANT TO HANG FROM DISPLAY FIXTURE- PROVIDE FLUSH WALL MOUNTED J -BOX ABOVE FIXTURE T.O. LANDLORD BULKHEAD 12-8" A.F.F. r' fSURFACE MOUNTED BLACK TRACK LIGHTING - IN RECESSED 81"W x 4"H COVES PROVIDE FIRE RETARDANT TREATED PLYWOOD BLOCKING BEHIND ALL WALL MOUNTED FIXTURES - SHOWN DASHED - TYP. OWNER PROVIDED DISPLAY FIXTURE - CONTRACTOR TO TILE BACK OF FIXTURE ON SITE NON -ILLUMINATED GORILLA SIGNAGE WALL MOUNTED - CONTRACTOR TO PROVIDE RECESSED 10" X 10" J BOX FOR POWER AND TRANSFORMER FOR FUTURE ILLUMINATED SIGNAGE di B.O. STOREFRONT OI ENING 10'-0" A.F.F. �I PT -2 OWNER PROVIDED PENDANT TO HANG FROM DISPLAY FIXTURE - PROVIDE FLUSH WALL MOUNTED J -BOX ABOVE FIXTURE 3/4" 15-10" RALLY .11 PT -2 PROVIDE FIRE RETARDANT TREATED PLYWOOD BLOCKING BEHIND ALL WALL MOUNTED FIXTURES - SHOWN DASHED - TYP. PT -2 8'-21 /4" 41 /4" 0 M ovikT.O. LANDLORD BULKHEAD 12-8" A.F.F. clikB.O. BULKHEAD 10'-0" A.F.F. CONTRACTOR TO TILE ENTIRE WALL BEHIND DISPLAY FIXTURES opik FINISH FLOOR 111-1 0'-0" F.F. PROVID FIRE RETARDANT TREATED PLYOD BLOCKING BEHIND ALL WALL —MOUNTED FIXTURES - SHOWN DASHED - TYP. INTERIOR ELEVATION SCALE: 1/2" =1'-0" OWNER PROVIDED DISPLAY FIXTURE - CONTRACTOR TO TILE BACK OF FIXTURE ON SITE WATERPROOF MEMBRANE MUST BE INSTALLED UP WALLS A MIN. OF 6" AT ALL WET AREAS OWNER PROVIDED SALES FLOOR SINK AND FAUCET - CONTRACTOR TO USE WATER RESISTANT TYPE 'X' GYP. BD. BEHIND SINK PROVIDE FIRE RETARDANT TREATED PLYWOOD BLOCKING BEHIND ALL WALL MOUNTED FIXTURES - SHOWN DASHED - TYP. B-1 FACE OF BULKHEAD TO BE PAINTED BLACK - PT -2 RECESSED POCKETS FOR TRACK LIGHTING TO BE PAINTED BLACK- PT -2 j 7 OWNER PROVIDED AND INSTALLED SIGNAGE APPLIED DIRECTLY TO BLACKBOARD PAINT SURFACE MOUNTED BLACK TRACK LIGHTING - IN RECESSED 8 kW x 4"H COVES 1 OWNER PROVIDED VINYL GRAPHIC "MAKE YOUR MOUTH HAPPY!" TO GO HERE OWNER PROVIDED PIN MOUNTED SIGNAGE - RE: SIGN SHOP DRAWING FOR DETAILS CONTRACTOR TO START WITH FULL TILE AT TOP AND WORK DOWN TO SCHEDULED BASE PROVIDE FIRE RETARDANT TREATED PLYWOOD BLOCKING BEHIND ALL WALL MOUNTED FIXTURES - SHOWN DASHED - TYP. 10'-11 3/4" 31/4"---,-- 1'-01 /4" mew 12-3" 1'-01/4" 5-1 1/2" 1'-21 /4" 54" --- F.F. --■t 15" A.F. . UNIT TO HAVE 2 TILE DEEP LEDGE \k•\.!!) INTERIOR ELEVATION jJ SCALE:1/2" =1'-0" WATERPROOF MEMBRANE MUST BE INSTALLED UP WALLS A MIN. OF 6" AT ALL WET AREAS OWNER PROVIDED SALES FLOOR SINK AND FAUCET - CONTRACTOR TO USE WATER RESISTANT TYPE 'X' GYP. BD. BEHIND SINK PROVIDE FIRE RETARDANT TREATED PLYWOOD BLOCKING BEHIND ALL WALL MOUNTED FIXTURES - SHOWN DASHED - TYP. WALL TO BE 2 TILES WIDE OWNER PROVIDED RECESSED REFRIGERATOR - WALL TO BE 2 TILES WIDE CONTRACTOR TO PROVIDE POWER. j MT -1 CMT -1 2' CEMENT SKIM COAT WALL FINISH TO BE APPLIED TO 2"CONCRETE BACKER BOARD - WALL FINISH TO BE APPLIED TO STOREFRONT AND SECURITY GRILL ACCESS DOOR RECEIVED CITY OF TUKWILA JUL 12 2017 PERMIT CENTER DATE: 07.07.17 JOB NO: 1617 DRAWN: STAFF CHECKED: CM 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 0 w 0 0 0 SOUTHCENTER 8897 O O 00 REGISTERED diCHITECT v1--? -1-7 CORTL7ND MORGAN STATE OF WASHINGTON REVISIONS oo CO oo rn LU LJ 11 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 8 2017 City of Tukwila BUILDING DIVISION INTERIOR ELEVATIONS SHEET NUMBER A-200 I I O 0 di CEILING HEIGHT 12'-8" A.F.F. AA FINISH FLOOR 41-1 0'-0" F.F. hlh OWNER PROVIDED SUSPENDED LIGHT FIXTURE OVER CONSULTATION TABLE OWNER PROVIDED SALES FLOOR SINK AND FAUCET CEILING HEIGHT 121-81" A.F.F. FINISH FLOOR 0'-0" F.F. MAW PROVIDE FIRE RETARDANT TREATED PLYWOOD BLOCKING BEHIND ALL WALL MOUNTED FIXTURES - SHOWN DASHED - TYP. "BMW III, ANIL INTERIOR ELEVATION SCALE: 1/2" =11-0" 02 B-1 BLACK TRACK LIGHTING TO BE SURFACE MOUNTED FROM RECESSED COVE PONY WALL TO BE 9 TILES HIGH AND 9 TILES WIDE GC TO USE FULL BULLNOSE EDGE TILE ON ALL CORNERS AND TOP GC TO USE 9 FULL TILES FROM BASE ROHL RC3719 WATERPROOF MEMBRANE MUST BE INSTALLED UP WALLS A MIN. OF 6" AT ALL WET AREAS INTERIOR ELEVATION OWNER PROVIDED SALES FLOOR SINK AND FAUCET - CONTRACTOR TO USE WATER RESISTANT TYPE 'X' GYP. BD. BEHIND SINK B-1 SCALE: 1/21"=1'-0" PT -2 EQ. 2'-0" EQ. r J alk CEILING HEIGHT 11-1 12'-8" A.F.F. di B.O. BULKHEAD 10'-0" A.F.F. FINISH FLOOR 0'-0" F.F. N CEILING HEIGHT 111-1 12-8" A.F.F. OWNER PROVIDED AND INSTALLED SIGNAGE APPLIED DIRECTLY TO BLACKBOARD PAINT alk FINISH FLOOR 111-1 0'-0" F.F. CO SCHEDULED LIGHT FIXTURE - RE: A-104 SPECIFICATION PT -2 o J IifL � I L J AMITY -9OT k E 2'-31 /2" f \ I : EQ. SCHEDULED LIGHT FIXTURE - RE: A-104 SPECIFICATION OWNER PROVIDED WALL MOUNTED FIXTURE PROVIDE FIRE RETARDANT TREATED PLYWOOD BLOCKING BEHIND ALL WALL MOUNTED FIXTURES - SHOWN DASHED - TYP. AVIV .11.11kNIMINI /AY \\NW// OWNER PROVIDED SUSPENDED LIGHT FIXTURE OVER CONSULTATION TABLE I i°i B-1 INTERIOR ELEVATION SCALE: 1/2" =1'-0" PT -2 ROHL ALLIA 597 BLACK TRACK LIGHTING TO BE SURFACE MOUNTED FROM RECESSED COVE 1 1, OWNER PROVIDED SALES FLOOR SINK AND FAUCET PT -2 V PT -2 OPEN 1" PROVIDE FIRE RETARDANT TREATED PLYWOOD BLOCKING BEHIND ALL WALL MOUNTED FIXTURES - SHOWN DASHED - TYP. 4'-101 /4" M LO r O 0 0 0 0 0 0. O O O O O O o 0 O o 0 0 0 0 0 o 0 0 0 0 0 O 0 O 0 O 0 0 O O O 0 0 O O 0 0 0 0 O 0 0 0 O 33 V O O 0 0 0 0 0 O 0 0 0 0 0 0 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 0 0 0 0 0 22 O O O O O 0 O O O O O O O 0 1 0 O MR -1 MR -1 PT -3 L PROVIDE FIRE RETARDANT TREATED PLYWOOD BLOCKING BEHIND ALL WALL MOUNTED FIXTURES - SHOWN DASHED - TYP. INTERIOR ELEVATION SCALE: 1/2" =1'-0" B-1 B-1 j/ LEDGE TO BE TWO TILES HIGH LJ I 3 31- 1 CT -1 7Nte- LJ / B.0 BULKHEAD 10'-0" A.F.F. A RECEIVED CITY OF TUKWILA JUL 12 2017 PERMIT CENTER DATE: 07.07,17 JOB NO: 1617 DRAWN: STAFF CHECKED: CM 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 0 E 0 0 0 ud y ) c 0 8897 SOUTHCFNTER 0 UD Lill SOUTHCENTER 0 0 00 N N REGISTERED ARCHITECT -7-17 7 MORGAN TE OF WASHINGTON shlr¢GTarr REVISIONS REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 8 2017 City of Tukwila BUILDING DIVIS iON oo 00 00 LJ aL>J 1 D INTERIOR ELEVATIONS SHEET NUMBER A- 2 0 1 Atik CEILING HEIGHT 111-1 12-8" A.F.F. di B.O. BULKHEAD 1-1 10'-0" A.F.F. di FINISH FLOOR 0'-0" F.F. PT -2 r--`-1 71777 1 I PT -2 owravamm c) 0 B-1 SCHEDULED BLACK LIGHT FIXTURES PT -2 BLACK FOLDING SLIDING GRILLE 7 Clod) CEILING MOUNTED LIGHT BOX- SCHEDULED BLACK LIGHT CONTRACTOR TO PROVIDE FIXTURES POWER AND SUPPORT IN CEILING ALONG WITH 2 CAT 5 CABLES WITH FLUSH MOUNTED FEMALE ENDS. I CMT -1 CMT -1 MT -1 17B INTERIOR ELEVATION SCALE: 1/21 =1'-0" 1 0 <V 18 BLACK FACTORY PAINTED STOREFRONT FRAMING z" CLEAR TEMPERED GLAZING PANDOMO WALL W1 DYED CEMENT WALL FINISH APPLIED TO 1" CONCRETE BACKER BOARD RECEIVED CITY OF TUKWILA JUL 12 2011 PERMIT CENTER DATE: 07.07.17 JOB NO: 1617 DRAWN: STAFF CHECKED: CM 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 0 Go O (—) LLJ c0 Cn Lil ILL uJ 8897 Ib GISTE.FIED ARCHITECT --17 CQRTI_ANL) MORGAN STATE OF WASUU GTON REVISIONS City of Tukwila INTERIOR ELEVATIONS SHEET NUMBER A-202 Atli CEILING HEIGHT 111-1 11'-0" A.F.F. G.C. TO PROVIDE FIRE RETARDANT TREATED PLYWOOD BLOCKING BEHIND ALL WALL MOUNTED FIXTURES - SHOWN DASHED - TYP. FINISH FLOOR 1-1 0'-0" F.F. adk CEILING HEIGHT 11'-0" A.F.F. G.C. TO PROVIDE FIRE RETARDANT TREATED PLYWOOD BLOCKING BEHIND ALL WALL MOUNTED FIXTURES - SHOWN DASHED -TYP. opik FINISH FLOOR 111-1 0'-0" F.F. CONTRACTOR TO PROVIDE FAUCET FOR MOP SINK AND WASH TUB CONTRACTOR PROVIDED WATER HEATER INTERIOR ELEVATION SCALE: 1/2" =1'-0" CONTRACTOR PROVIDED MOP SINK CONTRACTOR TO INSTALL CT -1 TILE ON 3 WALLS ON SIDES AND BACK OF MOP SINK AND WASH TUB 2-10" .,ROSSROCIEa CO SH PT -1 .s',.e.. ➢ohf4elA g: 28" A.F.F. 'Si, ;".ate, PT -1 1'-8" 4'-8" N N I- -I CV N PT -1 ENCT N 1 0 Ls, L_ Itr47V33 29 _I 35 Ch 15" +'--- .F.F. -- 15" a .F.F. -- --- 'tht ;15" J A.F.F. l• I I It 15"Zi .F. 24-HHR. ^, J%., ai%aa>zS)),zz } KM) zzzzzzzzzz iii)Y..,,iiiiiiiii>iiiiiiiiiiiJiiiiiiiiiiiii,,,,,,.i,,,,,. J� Zzzzzzzz ,,,,,,,,, Z,z, INTERIOR ELEVATION SCALE: 1/2" =1'-0" CONTRACTOR PROVIDED MOP SINK CONTRACTOR TO INSTALL CT -1 TILE ON 3 WALLS ON SIDES AND BACK OF MOP SINK AND WASH TUB 2-10" L P 1' B-3 PT -1 NOTE: PIPP MOBILE STORAGE SYSTEM WILL BE PROVIDED AND INSTALLED BY PIPP - G.C. TO COORDINATE INSTALLATION REQUIREMENTS WITH JOHN RITTER AT PIPP AT START OF CONSTRUCTION 27 PIPP STORAGE SYSTEM - COORDINATE WITH PIPP SHOP DRAWINGS FOR INSTALLATION REQUIREMENTS INTERIOR ELEVATION SCALE: 1/2" =1'-0" NTRACTOR PROVIDED ELVING di CEILING HEIGHT 11'-0" A.F.F. di FINISH FLOOR 0'-0" F.F. jiik CEILING HEIGHT 411-1 11'-0" A.F.F. di FINISH FLOOR 1111-1 0'-0" F.F. G.C. TO PROVIDE FIRE RETARDANT TREATED PLYWOOD BLOCKING BEHIND ALL WALL MOUNTED FIXTURES - SHOWN DASHED -TYP. 5'-11 3/4" 2-6" PIPP STORAGE SYSTEM - COORDINATE WITH PIPP SHOP DRAWINGS FOR INSTALLATION REQUIREMENTS INTERIOR ELEVATION SCALE: 1/2" =1'-0" GC TO PROVIDE AND INSTALL BROOM AND MOP HOOKS PT -1 "36" A,F.F. PT -1 G.C. TO PROVIDE FIRE RETARDANT TREATED PLYWOOD BLOCKING BEHIND ALL WALL MOUNTED FIXTURES - SHOWN DASHED -TYP, \ (29) 6'-4" 0 L i INTERIOR ELEVATION SCALE: 1/2" =1'-0" B-3 PT -2 PT -2 PT -1 ELECTRICAL PANELS AND TRANSFORMER TO BE LOCATED HERE B-3 RECEIVED CITY OF TUKWILA JUL 12 2017 PERMIT CENTER DATE: 07.07.17 JOB NO: 1617 DRAWN: STAFF CHECKED: CM 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 0 0 U c� 0 0 0 8897 z 0 7 oo co co o w 00 � GISTERED ARCHITECT CORTLA-17 U MORGAN STATE OF WASHINGTON REVISIONS REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 8 2011 INTERIOR ELEVATIONS SHEET NUMBER A-203 .,ROSSROCIEa .s',.e.. ➢ohf4elA g: 28" A.F.F. 'Si, ;".ate, L P 1' B-3 PT -1 NOTE: PIPP MOBILE STORAGE SYSTEM WILL BE PROVIDED AND INSTALLED BY PIPP - G.C. TO COORDINATE INSTALLATION REQUIREMENTS WITH JOHN RITTER AT PIPP AT START OF CONSTRUCTION 27 PIPP STORAGE SYSTEM - COORDINATE WITH PIPP SHOP DRAWINGS FOR INSTALLATION REQUIREMENTS INTERIOR ELEVATION SCALE: 1/2" =1'-0" NTRACTOR PROVIDED ELVING di CEILING HEIGHT 11'-0" A.F.F. di FINISH FLOOR 0'-0" F.F. jiik CEILING HEIGHT 411-1 11'-0" A.F.F. di FINISH FLOOR 1111-1 0'-0" F.F. G.C. TO PROVIDE FIRE RETARDANT TREATED PLYWOOD BLOCKING BEHIND ALL WALL MOUNTED FIXTURES - SHOWN DASHED -TYP. 5'-11 3/4" 2-6" PIPP STORAGE SYSTEM - COORDINATE WITH PIPP SHOP DRAWINGS FOR INSTALLATION REQUIREMENTS INTERIOR ELEVATION SCALE: 1/2" =1'-0" GC TO PROVIDE AND INSTALL BROOM AND MOP HOOKS PT -1 "36" A,F.F. PT -1 G.C. TO PROVIDE FIRE RETARDANT TREATED PLYWOOD BLOCKING BEHIND ALL WALL MOUNTED FIXTURES - SHOWN DASHED -TYP, \ (29) 6'-4" 0 L i INTERIOR ELEVATION SCALE: 1/2" =1'-0" B-3 PT -2 PT -2 PT -1 ELECTRICAL PANELS AND TRANSFORMER TO BE LOCATED HERE B-3 RECEIVED CITY OF TUKWILA JUL 12 2017 PERMIT CENTER DATE: 07.07.17 JOB NO: 1617 DRAWN: STAFF CHECKED: CM 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 0 0 U c� 0 0 0 8897 z 0 7 oo co co o w 00 � GISTERED ARCHITECT CORTLA-17 U MORGAN STATE OF WASHINGTON REVISIONS REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 8 2011 INTERIOR ELEVATIONS SHEET NUMBER A-203 EXISTING LANDLORD BULKHEAD MATERIAL TO REMAIN SHOWN SHADED BLACK FACTORY PAINTED 14 GA. METAL PANELS - IN NO CASE IS OIL CANNING, SCRATCHES, WARPS, DENTS, OCCLUSIONS, VISIBLE SEAMS OR OTHER IMPERFECTIONS ALLOWED -OVER 4" FIRE RETARDANT TREATED PLYWOOD OR OTHER SOLID SUBSTRATE REQUIRED BEHIND METAL PANELS B.O. STOREFRONT METALAL 11'-11 1/2" A.F.F z' X I" BLACK METAL REVEAL BETWEEN BREAK METAL HEADER AND CEMENT WALL FINISH PANDOMO WALL W1 DYED CEMENT WALL FINISH -OVER 3" CONCRETE BACKER BOARD RE: CEMENT WALL FINISH NOTES A-105 PANDOMO WALL W1 DYED CEMENT WALL FINISH -OVER 2" CONCRETE BACKER BOARD RE: CEMENT WALL FINISH NOTES A-105 FINISH FLOOR AL 0'-0" F.F ALL TRANSITIONS TO BE FLUSH AND LEVEL WITH ADJACENT FLOORING - G.C. TO PROVIDE 4" SILICONE SEALANT TO MATCH STOREFRONT l EXISTING LANDLORD BULKHEAD MATERIAL TO REMAIN - SHOWN SHADED 1 1 T.O. STOREFRONTAL 15-6" A.F.F V.I.F MT -1 BLACK FACTORY PAINTED 14 GA. METAL PANELS - IN NO CASE IS OIL CANNING, SCRATCHES, WARPS, DENTS, OCCLUSIONS, VISIBLE SEAMS OR OTHER IMPERFECTIONS ALLOWED -OVER 4" FIRE RETARDANT TREATED PLYWOOD OR OTHER SOLID SUBSTRATE REQUIRED BEHIND METAL PANELS .. / 0 000000= = o O I= 0 0= 1 0 0 0= O 0 CMT -1 tit 02 STOREFRONT SECTION SCALE: 1" =1'-0" B.O. STOREFRONT METALAL 11'-11 1/2" A.F.FIF Z" X3' BLACK METAL REVEAL BETWEEN BREAK METAL HEADER AND CEMENT WALL FINISH CMT -1 PANDOMO WALL W1 DYED CEMENT WALL FINISH -OVER 2' CONCRETE BACKER BOARD RE: CEMENT WALL FINISH NOTES A-105 T.O. STOREFRONT ENTRANCE 10'-0" A.F.F LEASE LINE SIDE FOLDING SECURITY GRILLE TRACK TO BE RECESSED INTO STOREFRONT HEADER RE: STRUCTURAL DRAWINGS FOR SUPPORT AND ATTACHMENT CMT -1 PANDOMO WALL W1 DYED CEMENT WALL FINISH -OVER4" CONCRETE BACKER BOARD RE: CEMENT WALL FINISH NOTES A-105 ACCESS DOOR TO POCKET FOR STOREFRONT SIDE FOLDING SECURITY GRILLE METAL BASE WILL MEET CEMENT WALL FINISH - MATERIALS TO BE FLUSH WITH ONE ANOTHER -JOINT TO BE CLEAN AND STRAIGHT MT -1 T.O. METAL BASE 0'-6" A.F.F FINISH FLOOR oiL 0'-0" F.F NOTE: SIGNAGE WILL BE PROVIDED AND INSTALLED BY THE SIGN COMPANY - G.C. TO COORDINATE INSTALLATION REQUIREMENTS AND ACCESS PANELS WITH SIGN INSTALLER AT START OF CONSTRUCTION EXISTING LANDLORD BULKHEAD MATERIAL TO REMAIN - SHOWN SHADED Adik T.O. STOREFRONT 41-1 15'-6" A.F.F. V.I.F BLACK FACTORY PAINTED STOREFRONT FRAMING BLACK FACTORY PAINTED 14 GA. METAL PANELS - IN NO CASE IS OIL CANNING, SCRATCHES, WARPS, DENTS, OCCLUSIONS, VISIBLE SEAMS OR OTHER IMPERFECTIONS ALLOWED -OVER 4" FIRE RETARDANT TREATED PLYWOOD OR OTHER SOLID SUBSTRATE REQUIRED BEHIND METAL PANELS INTERNALLY ILLUMINATED STOREFRONT SIGNAGE - CONTRACTOR TO PROVIDE ACCESS PANEL IN CEILING - COORDINATE WITH SIGN COMPANY AT START OF CONSTRUCTION TO COORDINATE EXACT LOCATION AND ELECTRICAL REQUIREMENTS RE: SIGN SHOP DRAWINGS FOR DETAILS ak B.O. STOREFRONT METAL 11-1 11'-11 1/2" A.F.F. I" xi," BLACK METAL REVEAL ALONG TOP OF STOREFRONT PANDOMO WALL W1 DYED CEMENT WALL FINISH -OVER Z" CONCRETE BACKER BOARD RE: CEMENT WALL FINISH NOTES A-105 DRYWALL MUD IN ACCESS PANEL FOR SIGNAGE - COORDINATE EXACT LOCATION WITH SIGN COMPANY AND INSTALLER CMT -1 olok T.O. STOREFRONT WINDOW 10'-0" F.F %" CLEAR TEMPERED GLAZING LEASE LINE PT -2 18 T.O. METAL BASE 0'-6" F.F FINISH FLOOR 0'-0" F.F STOREFRONT SECTION SCALE: 1" =1'-0" RECEIVED CITY OF TUKWILA JUL 122017 PERMIT CENTER DATE: 07.07.17 JOB NO: 1617 DRAWN: STAFF CHECKED: CM 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 0 (a) cnE Io0 0 I— O z LLD 0 -0 1=..E ate, 0 0 0 Ld ( X11) t 0 DiD z g 0 � d 0 0 00 C\ 00 00 00 N aD u oL U ( D 8897 EGISTEREA ARCHITECT LSTCORTLAND MORGAN IE• OF E"AS`k AIGTON REVISIONS REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 8 2017 City of Tukwila BUILDING DIVISION STOREFRONT SECTIONS SHEET NUMBER A-300 0 SECTION 2'-0" SCHEDULED LIGHT FIXTURE - RE: RCP FOR DETAILS 1" TEMPERED MIRROR - SHIM BEHIND MIRROR AS REQUIRED 1" TEMPERED MIRROR - SHIM BEHIND MIRROR AS REQUIRED CONTRACTOR TO INSTALL 1" THICK x 6"W TONGUE AND GROOVE WOOD PANELING WITH DADO FINISH - OUTER EDGES TO BE MITERED AND BOARDS TO BE PAINTED PT -3 - G.C. TO SOURCE AND INSTALL WOOD PANELING OWNER PROVIDED FIXTURE - CONTRACTOR TO INSTALL B-1 CON -1 SCALE: 1" =1'-0" CEILING HEIGHT 10'-0" A.F.F. FINISH FLOOR 0'-0" F.F. PT -2 PAINTED GYP. BD. - BLACK 2'-61 /2" PT -2 XI CV PT -2 CONTRACTOR TO LEAVE 2" GAP ON SIDES AND TOP OF FRIDGE FOR AIR CIRCULATION WALL MOUNTED RECESSED FRESH FRIDGE - CONTRACTOR TO VERIFY FINAL DIMENSIONS WITH LUSH BEFORE CONSTRUCTING RECESSED NICHE iq" FIRE RETARDANT TREATED PLYWOOD SUBSTRATE FOR SUPPORT - ADDITIONAL SUPPORT MAYBE REQUIRED - CONTACT STRUCTURAL ENGINEER FOR ADDITIONAL DETAILS AS NEEDED PT -2 B-1 CON -1 T.O. STOREFRONT 15'-6" A.F.F. V.I.F. CEILING HEIGHT 10'-0" A.F.F. FINISH FLOOR 0'-0" F.F. RECEIVED CITY OF TUKWILA JUL 12 2017 PERMIT CENTER DATE: 07.07.17 JOB NO: 1617 DRAWN: STAFF CHECKED: CM 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 0 0 0 C� 0 SOUTHCE\TFR 8897 SOUTHCENTER 0 0 00 REGISTEREO H i IEC T -717 COR T LAI`ID MORGAN !\S1"ya•3 i''("TON REVISIONS 5 Ld REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 8 2011 City of Tukwila IVISION a STOREFRONT SECTIONS SHEET NUMBER A-301 C I1 o ry .w ..r•a. . .. • PT -2 MR -1 PT -2 MR -1 ] PT -2 PT -3 SCHEDULED LIGHT FIXTURE - RE: RCP FOR DETAILS 1" TEMPERED MIRROR - SHIM BEHIND MIRROR AS REQUIRED 1" TEMPERED MIRROR - SHIM BEHIND MIRROR AS REQUIRED CONTRACTOR TO INSTALL 1" THICK x 6"W TONGUE AND GROOVE WOOD PANELING WITH DADO FINISH - OUTER EDGES TO BE MITERED AND BOARDS TO BE PAINTED PT -3 - G.C. TO SOURCE AND INSTALL WOOD PANELING OWNER PROVIDED FIXTURE - CONTRACTOR TO INSTALL B-1 CON -1 SCALE: 1" =1'-0" CEILING HEIGHT 10'-0" A.F.F. FINISH FLOOR 0'-0" F.F. PT -2 PAINTED GYP. BD. - BLACK 2'-61 /2" PT -2 XI CV PT -2 CONTRACTOR TO LEAVE 2" GAP ON SIDES AND TOP OF FRIDGE FOR AIR CIRCULATION WALL MOUNTED RECESSED FRESH FRIDGE - CONTRACTOR TO VERIFY FINAL DIMENSIONS WITH LUSH BEFORE CONSTRUCTING RECESSED NICHE iq" FIRE RETARDANT TREATED PLYWOOD SUBSTRATE FOR SUPPORT - ADDITIONAL SUPPORT MAYBE REQUIRED - CONTACT STRUCTURAL ENGINEER FOR ADDITIONAL DETAILS AS NEEDED PT -2 B-1 CON -1 T.O. STOREFRONT 15'-6" A.F.F. V.I.F. CEILING HEIGHT 10'-0" A.F.F. FINISH FLOOR 0'-0" F.F. RECEIVED CITY OF TUKWILA JUL 12 2017 PERMIT CENTER DATE: 07.07.17 JOB NO: 1617 DRAWN: STAFF CHECKED: CM 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 0 0 0 C� 0 SOUTHCE\TFR 8897 SOUTHCENTER 0 0 00 REGISTEREO H i IEC T -717 COR T LAI`ID MORGAN !\S1"ya•3 i''("TON REVISIONS 5 Ld REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 8 2011 City of Tukwila IVISION a STOREFRONT SECTIONS SHEET NUMBER A-301 NOTE: SIGNAGE WILL BE PROVIDED AND INSTALLED BY THE SIGN COMPANY - G.C. TO COORDINATE INSTALLAT6N REQUIREMENTS AND ACCESS PANELS WITH SIGN INSTALLER AT START OF CONSTRUCTION 10'-8" 10'-2" 10'-8" T.O. STOREFRONT 111-1 15'-6" A.F.F. V.I.F INTERNALLY ILLUMINATED WHITE STOREFRONT SIGNAGE WITH BLACK RETURN- CONTRACTOR TO PROVIDE ACCESS PANEL IN CEILING - COORDINATE WITH SIGN COMPANY AT START OF CONSTRUCTION TO COORDINATE EXACT LOCATION AND ELECTRICAL REQUIREMENTS RE: SIGN SHOP DRAWINGS FOR DETAILS T.O. STOREFRONT ENTRANCE 10'-0" A.F.F. CEILING MOUNTED LIGHT BOX SHOWN BEYOND - CONTRACTOR TO PROVIDE POWER AND SUPPORT IN CEILING FOR 100LBS. - PROVIDE RECESSED FLUSH RECEPTACLE FOR 2 CAT 5 FEMALE ENDS 1/2' X 1/2" CLEAR ANODIZED ALUM. REVEAL BY TENANT - NO EXPOSED FASTENERS WINDOW DISPLAY TABLE Y2" CLEAR TEMPERED GLAZING NEUTRAL PIER WITH LANDLORD MATERIALS TO REMAIN Dili FINISH FLOOR 11-1 0'-0" F.F. NEUTRAL PIER WITH LANDLORD MATERIALS TO REMAIN 1/2' X 1/2' CLEAR ANODIZED ALUM. REVEAL BY TENANT - NO EXPOSED FASTENERS 2-5" 8'-5 0 0 0 /2" 0 M d w JLNEMO HAN C�S _n_ DD M A ©E MT -1 CMT -1 LARGE VERT GL -1 BLACK FACTORY PAINTED STOREFRONT FRAMING STOREFRONT ELEVATION MT -1 CMT -1 PANDOMO WALL W1 DYED CEMENT WALL FINISH APPLIED TO 2" CONCRETE BACKER BOARD L BLACK FOLDING SLIDING GRILLE 7 CMT -1 PANDOMO WALL W1 DYED CEMENT WALL FINISH APPLIED TO 2' CONCRETE BACKER BOARD MOBILE FLEX FOLDING SECURITY GRILLES - TO BE OPEN AND FULLY CONCEALED DURING BUSINESS HOURS SCALE: 1/2" =1'-0" CEILING BULKHEAD ABOVE SHOWN DASHED 01/A-202 2-1 1/2" 1/2" X 1/2" CLEAR ANODIZED ALUM. REVEAL BY TENANT - NO EXPOSED FASTENERS 1/2" X 1/2' BLACK METAL CHANNEL REVEAL BETWEEN BREAK METAL HEADER AND CEMENT WALL FINISH NEUTRAL PIER WITH LANDLORD MATERIALS TO REMAIN EXISTING 3' CLEAR ANODIZED ALUM. REVEAL BETWEEN NEUTRAL PIER AND ADJACENT TENANT 1/2" X 1/2" BLACK METAL CHANNEL REVEAL BETWEEN STOREFRONT AND LANDLORD MATERIALS - NO EXPOSED FASTENERS 4 4 Q 15" A.F.F CEILING MOUNTED LIGHT BOX - CONTRACTOR TO PROVIDE POWER AND SUPPORT IN CEILING FOR 100LBS. - PROVIDE RECESSED FLUSH RECEPTACLE FOR 2 CAT 5 FEMALE ENDS 4 4 4 6'-0" 1'-7 3/4" 4 oo) NEW POLISHED ONCRETE FLOOR 48" A.F.F Q —�-- 4' CMT -1 _i. 2' CLEAR TEMPERED GLAZING BLACK FACTORY PAINTED STOREFRONT FRAMING LEASE LINE PANDOMO WALL W1 DYED CEMENT WALL FINISH APPLIED TO 3" CONCRETE BACKER BOARD - CMT -1 EXISTING MALL TILE POCKET ACCESS DOOR FOR SLIDING GRILLE- BLACK 2-0 1 /2" 8'-4 1 /4" 13'-9" 32'-0" ENLARGED FLOOR PLAN SCALE: 1/2" =1'-0" 1 T 02/A-400 NEUTRAL PIER WITH LANDLORD MATERIALS TO REMAIN 1/2" X 1/2" CLEAR ANODIZED ALUM. REVEAL BY TENANT - NO EXPOSED FASTENERS RECEIVED CITY OF TUKWILA JUL 12 2011 PERMIT CENTER DATE: 07.07.17 JOB NO: 1617 DRAWN: STAFF CHECKED: CM c%*5. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 0 0 U (1 _) 0 0 0 LJ (f) o Ld z LLE U 1 0 V D tn 8897 7 e -- N N co N REGISTERED cHIrEcr i-7-- c7 CORTLAND MORGAN STATE OF WASHINGTON REVISIONS REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 8 2017 City of Tukwila UILDING DIVISION ENLARGED FLOOR PLAN AND STOREFRONT ELEVATION SHEET NUMBER A-400 DATE: 07.07.17 JOB NO: 1617 DRAWN: STAFF CHECKED: CM 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 0 0 C� 0 0 0 8897 - SOUTHCENTER 0 Ld LL p - V d L[ co oooo EGISTER D ARCI1I TECT -�_ -7_l 7' CORTLAND MORGAN STATE OF WASHINGTON REVISIONS REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 8 2017 City of Tukwila BUILDING DIVISION DETAILS SHEET NUMBER A-500 I n 2 0 MAX k 28" k / .::'.:::: i::iv: i.iw::::::::::::: ::::v ::::::: :.::. ::::v :. �. �.: Zvi: is is iii::^ii}}:^iiiiiii:i :vii?i:<!•i}:}i::};}�i;}:i::0:0}�iiiiiiiiiiiiiiiiiiii:J:J:vi;:Cii}: }: ii;^}>}>}iiiiiXi:� ;:�i:i:i:-::ii::::: iiii}iiiiiiiiiiii:J:v:Jii:Jiiii:!: �•i}:::::::::::v..: NOTES -•PHONE BLOCK:::: 314' PLYWOOD (FIRE RATED IF REVD BY LOCAL CODE) II PLYWOOD ���+ R (FIRE RATED IF REO'D II BY•LOCAL CODE) / 234 / j '� MAXIMUM OPERATING WEIGHT 600LBS 1 1 I T / I I / 'i,i{!•P:i.E} ivi.A r;ijp.Yi rv�� – j / V // + \\ + + I+ I I * I I + I WALL MOUNTED X 1 SIDEDt SINGLE DIGITAL 1. ALL CABLE SHALL BE RUN AND TERMINATED BY G.C. ELECTRICIAN LEGEND 20 GAGE TRACK r ELEVATION: +6-8' ABOVE FINISH FLOOR \ `\ \\ •\ \\ `\ \\ • �,�- 3 #10 SCREWS EACH JOINT, TYP.t :1 , ;t1 I; .x={,: 'c Ma1�a ��a DISTANCE HUNG DOUBLE SIDED DIGITAL DISPLAY PATCH # 6-7 O a x1 • WIFI EXTENDER i PATCH #1-2• FOR CENTEROF DOOR 5E OR BETTER FROM SAESFFLLOOR.PROVDE5CRUN OOILATLED COMMS PANEL END. LABEL EACH END OF CABLE AS PER BELOW O DENOTES NUMBER OF CABLES REQUIRED X1 TO EACH DEVICE OR CASH DESK OM RJ45MALEEND O RJ45 FEMALE END e' ; j \•CAT MIN. \\ ` `\ \\ •CEILING \\ \` \\ �` EXISTING STUD WALL, J POWER OUTLET % j j % VERIFY WIDTH OF PLATFORM, 3 -STUD WIDTH MIN. (32") \\ \ •\ \ \ ` \\ VERIFY STUDS TO BE 3625137-33 OR LARGER �"\\, Path P\nela;� \`� ` \ j WIRELESS ROIJTER ��11 / j \ • `\ \\ \\\ •\ ` \\ \ \ \ ` \ ` \\\ • ` I` i+`�\ 1 q+ \ // + / AT 16"O.0 MAX I d � ruscoc�rclax .`t•, "'` M .\ d -I 4'0'BACK �YfBACK •\ •�`�5'BACK FOR 9 HIGH CEILING FOR II'lIIG110ElUNG FOR I4'IiIGIi CEILING HEAD COUNT ONE CABLE ❑ � SENSOR. PER HEAD. I O RJI2FEMAEEND OP PATCH PANEL SERVER BATTERY BACKUP j \ FOLLOW ARCHITECTS 1 x CABLE PER HEAD• RCPFOR#OFHEADS COUNT SENSOR PATCH #3-0-5 PATCH #3-0-5 PATCH MANAGERS DESK CABLE LABELS INSIDE CABINET SETUP j i o- W REQUIRED FOR EACH DEVICE AS PER BELO /////////////////////////////r/ FRONT VIEW SIDE VIEW i CASH DESK PATCH / ® X5 X7 #'S 12 TO 21 X1 \ i '0. PATCH w z EPIN-X POS -X POINT OF SAE DEVICE PIN PAD `<' 'a = C}M -•--1 I POINT OF SALE DEVICE PIN PAD i I ?? I #22 T -x TELEPHONE SC -X SCALE Patch Patch #9 UPS yef HCS -X HEAD COUNT SENSOR Patch # 10 Server WIFI-X WIFI Patch # 24 Uplink to Porl # 7:: COMMUNICATION PANEL WATER HEATER PLATFORM DETAIL 06" scale: 3/4" = 1'-O" 07 scale: 1 1/2" = 1'-O" KM}•••j ��}. v Lld PIN PAD I`{M}•••I POINT OF SALE DEVICE \/ PHONE . L I PIN PAD I POINT OF ? SALE DEVICE 1 PHONE 1 L �\ I1 l\ \._ .••••-----17- �. ::. - ,_ COMMS PANEL DD -X DIGITAL DISPLAY P -X PRINTER M -X MANAGERS DESK NOTE 'X'INDICATES THE NUMBER. 11' 0" •-- ©• •<M?---[] — PHONE POINT OF SALE DEVICE PIN PAD '1 • — - I PHONE e i POINT OF ( M SALE I 1 I PIN PAD . - 'i: `;: T---1 a [] i;:_i I PHONE POINT CE SALE DEVICE PIN PAD M � PATCH #11 ? EXAMPLE - IF THERE ARE 2 SCALES.1 CABLE P E WOULD BE LABEL SC -1 AT EACH END AND THE OTHER CABLE WOULD BE LABELED SC -2 AT EACH ALL CABLE ENDS AT COMMS PANEL TO END. ATTACH TO PATCH PANEL _ — _ Rept ___ Pens Receipt c Receipt Pens- SCHEDULED SALES FLOOR MALL TILES, REPLACED TO MATCH IF REQUIRED m c� PI I I 1 LEVELING COMPOUND AS "`b Deb I 1_ rt I Deb. \/ TYPICAL 1 TILL CASH DESK SALES FLOOR \/ TYPICAL 2 TILL CASH DESK TYPICAL CASH 3 TILL DESK SCALE BACK ROOM \ I 1 LJ �� LJ J REQUIRED TIB Till Till Modum FLUSH t—p3q�,. 1 Power Bar ,..-A 6: Foy er Bar , _ =sP- sO— -) i Pawer Bar I sA:y --- Modum UPS 4M es Q U U se 08 nXl/�n/�lCllhl`JCn�nY�n.X. T / 7:/«nR 1" X 1" X 8" THICK CONTINUOUS ALUM. ANGLE, - SC) U U BB \ .00 Garbage Recycling Garbag 1 I — Phore — TYP. \ \ POWER BARS TO BE MOUNTED TO BACK -MOUNT OUTLETS AT HEIGHT SHOWN FLOOR TRANSITION DETAILS TYPICAL CASH WRAP AND DATA \ 03 COMMUNICATION DIAGRAM 04 scale: 3/4" = 1'-0" scale: 3/8" = 1'-O" 05 scale: 6" = 1'-0" I \ NOTE: NOTE: G.C. TO CONFIRM EXISTING G.C. TO CONFIRM EXISTING CONDITIONS ONCE DEMO BEGINS - G.C. TO CONSULT WITH MALL COORDINATORT VERIFY LEASE LINES CONDITIONS ONCE DEMO BEGINS - G.C. TO CONSULT WITH MALL COORDINATOR TO VERIFY LEASE LINES /////N CMT -1 CV \ WALL W1 DYED CEMENT WALL PANDOMO FINISH APPLIED TO 2' CONCRETE BACKER BOARD L'r, N PAINTED GYP. WALL BOARD PAINTED PT -2 BLACK LEASE LINE ADJ. TENANT LEASE LINE AEROFLEX SIDE FOLDING SECURITY GRILL POCKET DEMISING WALL PAINTED GYP. WALL BOARD PAINTED PT -2 BLACK DEMISING WALL z' CLEAR ANODIZED ALUM. REVEAL BY 411 BLACK FACTORY PAINTED STOREFRONT FRAMING LANDLORD NEUTRAL PIER TO REMAIN AS IS PATCH AND REPAIR AS NEEDED TENANT - NO EXPOSED FASTENERS - )1/ \ AT CONTRACTOR COST AI RECEIVED CITY OF TUiCWILA LANDLORD NEUTRAL PIER TO REMAIN j� N ASIS - PATCH AND REPAIR AS NEEDED I `r AT CONTRACTOR COST JUL 12 2011 \ 0 \ \ CMT -1 n 5 PERMIT CENTER NEUTRAL PIER CMT -1 PANDOMO WALL WI DYED CEMENT WALL 1" CLEAR ANODIZED ALUM. REVEAL BY TENANT TO DEMO EXISTING 5" 2-01/2" / 1 FINISH APPLIED TO Z' CONCRETE BACKER TENANT- NO EXPOSED FASTENERS NEUTRAL PIER AND REFINISH IN GYP. BD. WITH MALL BASE TILE- G.C. TO CONSULT WITH TENANT 1/2" / / 1/2" BOARD TENANT TO DEMO EXISTING NEUTRAL PIER AND REFINISH IN GYP, BD. WITH MALL BASE CONSULT WITH TENANTE - G.C. TO COORDINATOR FOR PROPER DETAIL 1 WALL W1 DYED CEMENT WALL BLACK FACTORY PAINTED STOREFRONT CLEAR TEMPERED GLAZING COORDINATOR FOR PROPER PANDOMO Z' FRAMING DETAIL FINISH APPLIED T01" CONCRETE BACKER BOARD PLAN DETAIL PLAN DETAIL " 01 scale: 3" = 1'-O" 02 scale: 3"= 1 -0 DATE: 07.07.17 JOB NO: 1617 DRAWN: STAFF CHECKED: CM 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 0 0 C� 0 0 0 8897 - SOUTHCENTER 0 Ld LL p - V d L[ co oooo EGISTER D ARCI1I TECT -�_ -7_l 7' CORTLAND MORGAN STATE OF WASHINGTON REVISIONS REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 8 2017 City of Tukwila BUILDING DIVISION DETAILS SHEET NUMBER A-500 DATE: 07.07.17 JOB NO: 1617 DRAWN: STAFF CHECKED: CM 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 0 0 0 0 0 1111 OUTO!CENTER III 0t L L 3197 U.GISTc. j_1 ;Y:: ,1!11 EC,1 �+ 1 -7 -1-�7 CLlf1T LAND MORGAN WASHIS`1GTONd REVISIONS C\ Ld 00 00 00 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 8 2017 City of Tukwila BUILDING DIVISION DETAILS SHEET NUMBER A-501 ' • ' ' •.r INTERNALLY ILLUMINATED WHITE STOREFRONT SIGNAGE WITH BLACK RETURN - CONTRACTOR TO PROVIDE ACCESS PANEL IN CEILING - COORDINATE WITH SIGN COMPANY AT START OF CONSTRUCTION TO COORDINATE EXACT LOCATION AND ELECTRICAL REQUIREMENTS RE: '1 SIGN SHOP DRAWINGS FOR DETAILS ;I EXISTING LANDLORD BULKHEAD TO REMAIN 1" BLACK PAINTED 14 z" X ANODIZED ALUM. REVEAL BY TENANT FACTORY GA. METAL PANELS - .� SHOWN SHADED - PATCH AND REPAIR ANY BETWEEN TENANT STOREFRONT AND IN NO CASE IS OIL CANNING, SCRATCHES, DAMAGE TO BULKHEAD DURING LANDLORD BULKHEAD NO EXPOSED WARPS, DENTS, OCCLUSIONS, VISIBLE SEAMS OR CONSTRUCTION AT CONTRACTORS COST FASTENERS OTHER IMPERFECTIONS ALLOWED -OVER 3/" FIRE RETARDANT TREATED PLYWOOD , , d le ll 1111 0 0 • / CMT -1 OR OTHER SOLID SUBSTRATE REQUIRED BEHIND METAL PANELS •. / MT -1 ; PT -1 - GYP.WALL BOARD PAINTED PT -2 - BLACK • FOLDING SECURITY GRILL LEASE LINE BLACK FACTORY PAINTED 14 GA. METAL PANELS - ,I II \\\\\\\"�\`\\\\\\\`�\\�!ES %rr ar %r '�� ars %1E;: AEROFLEX SIDE DYED CEMENT WALL ND ATTACHMENT DETAILS OR OTHE METAL PANELS l i i i LEASE LINE % MT -1 \ k . PANDOMO WALL W1 / FINISH APPLIED TO3" CONCRETE BACKER BOARD �• POWDER COATED 14 GA. METAL MT ;r %\ % z" X3" BLACK METAL CHANNEL REVEAL -1 BETWEEN BREAK METAL HEADER AND CEMENT WALL FINISH \ PANDOMO WALL W1 DYED CEMENT WALL FINISH APPLIED TO 3" CONCRETE BACKER BLACK BASE OVER 4" FIRE RETARDANT 10" — PLYWOOD BOARD "" \�\ air \ rio MT -1 / ALL TRANSITIONS TO BE FLUSH AND LEVEL WITH ADJACENT FLOORING - / G.C. TO PROVIDE 4" SILICONE SEALANT // TO MATCH STOREFRONT CMT -1 RECEIVED CITY OF TUKWILA JUL 12 2017 PERMIT CENTER SECTION DETAIL SECTION DETAIL SECTION DETAIL 1 "gym • 02 scale: 3" = 1'-O" �� scale: 3" = 1'-O" 03 scale: 3" = 1'-O" DATE: 07.07.17 JOB NO: 1617 DRAWN: STAFF CHECKED: CM 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 0 0 0 0 0 1111 OUTO!CENTER III 0t L L 3197 U.GISTc. j_1 ;Y:: ,1!11 EC,1 �+ 1 -7 -1-�7 CLlf1T LAND MORGAN WASHIS`1GTONd REVISIONS C\ Ld 00 00 00 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 8 2017 City of Tukwila BUILDING DIVISION DETAILS SHEET NUMBER A-501 ELECTRICAL GENERAL NOTES 1. CONTRACTOR SHALL APPLY FOR ALL PERMITS AND INSPECTION REQUIRED BY ALL AUTHORITIES HAVING JURISDICTION. 2. ALL WIRING METHODS AND MATERIALS USED IN THIS PROJECT SHALL CONFORM TO THE REQUIREMENT OF THE CURRENT EDITION OF NATIONAL ELECTRICAL, BUILDING CODE, NATIONAL FIRE CODE, DEPARTMENT OF BUILDING AND SAFETY AND ALL OTHER STATE AND FEDERAL AGENCY HAVING JURISDICTIONS. 3. "PROVIDE" MEANS FURNISH, INSTALL, AND CONNECT UNLESS OTHERWISE NOTED. 4. CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR ANY ADDITIONAL COSTS FOR MATERIAL OR LABOR TO COMPLY WITH THESE CODES AND REGULATIONS AT NO COST TO OWNER. 5. CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITION OF THE PREMISES ON WHICH THE WORK IS PERFORMED AND FOR THE SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE CONTRACT. 6. 7. 8. ALL ELECTRICAL EQUIPMENT AND MATERIALS SHALL BE U.L. LISTED AND APPROVED BY THE DEPARTMENT OF BUILDING AND SAFETY. ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE BY OWNER. THE WORK UNDER THIS SECTION SHALL INCLUDE FURNISHING ALL LABOR, MATERIALS, TOOLS AND EQUIPMENT REQUIRED FOR THE COMPLETE INSTALLATION OF ALL ELECTRICAL WORK AS INDICATED ON THE ELECTRICAL DRAWINGS AND AS HEREIN AFTER SPECIFIED, TOGETHER WITH OTHER ITEMS OF MISCELLANEOUS WORK SO INDICATED, EXCEPTING ONLY WORK CLEARLY INDICATED TO BE DONE BY OTHERS OR UNDER OTHER SECTIONS/TRADE OR PERMIT AND UNDER OTHER CONTRACTS. 9. IN GENERAL, THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN NATURE AND INDICATE THE LOCATION OF OUTLETS AND EQUIPMENT AND THEIR INTERCONNECTION; AND THOUGH NOT NECESSARILY INDICATING THE ACTUAL PROPER COORDINATION WITH THE WORK OF THEIR TRADES AND IN SPACE AVAILABLE WILL PERMIT. THE DRAWINGS ARE NOT INTENDED TO BE SCALED. REFER TO THE ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LIMITATIONS OF THE BUILDING STRUCTURE OR FINISH, AND TO THE MECHANICAL DRAWINGS FOR THE LOCATION OF EQUIPMENT OF THOSE TRADES REQUIRING ELECTRICAL SERVICE CONNECTIONS. ANY DISCREPANCY, CONFLICT, OR QUESTIONABLE POINT SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT. 10. ALL OPENINGS AROUND ELECTRICAL PENETRATIONS THRU FIRE RESISTANCE RATED WALLS, PARTITIONS, FLOORS OR CEILINGS SHALL BE FIRE STOPPED USING APPROVED METHODS AS DETERMINED BY CODE OR REGULATION. 11. ITEMS INDICATES ON THESE PLANS SHALL BE FURNISHED, INSTALLED AND CONNECTED WITH ALL REQUIRED ACCESSORIES AND PERIPHERALS EVEN IF NOT INDICATED FOR A COMPLETE FUNCTIONAL AND OPERATIONAL SYSTEM, THE INFORMATION GIVEN IS NOT LIMITED TO EXACT LOCATION AND POINT OF CONNECTION AND THE NUMBER OF CONNECTIONS, AND THE CONNECTIONS, AND THE COORDINATION WITH OTHER TRADES. 12. ALL GROUNDING SHALL BE IN FULL COMPLIANCE WITH NATIONAL ELECTRICAL CODE. INCOMING SERVICE SHALL BE PER UTILITY GROUNDING COMPANY REQUIREMENTS. 13. UNDERGROUND CONDUITS SHALL BE SCHEDULE 40 PVC WITH SCHEDULE 80 PVC BENDS AND STEEL RISERS. ALL UNDERGROUND PVC CONDUITS SHALL CONTAIN A GROUND CONDUCTOR, AND SHALL BE SIZED PER CODE REQUIREMENT. 14. ALL PANELS SHALL BE PROVIDED WITH BOLT -ON TYPE CIRCUIT BREAKERS, NO PLUG-IN TYPE IS ALLOWED. 15. ALL FUSED DISCONNECTS SHALL BE FUSED PER NAMEPLATE UNLESS NOTED OTHERWISE. 16. CONTRACTOR SHALL SUBMIT CATALOG CUTS OF EACH NEW ELECTRICAL EQUIPMENT AND DEVICES TO OWNER/ARCHITECT FOR APPROVAL BEFORE PLACING ORDERS AND PURCHASE. 17. ALL CONDUCTORS SHALL BE COPPER TYPE THW, THWN, XHHW, THHN 600V INSULATION UNLESS OTHERWISE NOTED. 18. ALL WIRING DEVICES SHALL BE SPECIFICATION GRADE. 19. ALL CONDUITS SHALL BE RIGID CONDUIT OR E.M.T. CONDUIT SHALL BE SUPPORTED ACCORDING TO CODE. ALL EMPTY CONDUITS SHALL INCLUDE PULL WIRE. 20. FLEXIBLE CONDUITS SHALL BE USED FOR FINAL CONNECTION TO MOTORS AND OTHER VIBRATING EQUIPMENT. EXPANSION COUPLINGS SHALL BE USED AT BUILDING EXPANSION JOINTS. (CONTRACTOR TO INSTALL FLEXIBLE CONDUIT WHERE FLEXIBILITY TO EQUIPMENT OR LOAD IS REQUIRED. FOLLOW NEC AND BUILDING DESIGN CRITERIA FOR FURTHER REQUIREMENTS). 21. NON METALLIC BUSHINGS OR INSULATED METALLIC BUSHINGS SHALL BE PROVIDED FOR ALL CONDUIT TERMINATION. 22. CONTRACTOR SHALL COORDINATE AND VERIFY MECHANICAL EQUIPMENT CONTROL AND WIRING REQUIREMENTS WITH MECHANICAL CONTRACTOR BEFORE CONSTRUCTION, 23. PROVIDE MINIMUM 90 MINUTE EMERGENCY BACK-UP BATTERY TO ALL EMERGENCY AND EXIT LIGHTS AS APPROVED BY THE FIRE MARSHAL. 24. IT IS THE INTENTION OF THE PLANS AND SPECIFICATIONS TO COVER ALL THINGS REQUIRED TO MAKE A COMPLETE AND OPERATIVE SYSTEM. CONTRACTOR SHALL FURNISH ALL LABOR MATERIALS, EQUIPMENT, OR MISCELLANEOUS SERVICE REQUIRED TO ACCOMPLISH THIS RESULT. 25. CONTRACTOR SHALL BID THE PROJECT AS INDICATED AND SPECIFIED ON THE DRAWINGS. WHEN SUBSTITUTING MATERIALS OR EQUIPMENT OTHER THAN AS SPECIFIED ON THE DRAWINGS, CONTRACTOR SHALL SUBMIT CATALOG CUTS AND AMOUNT OF CREDIT FOR SUBSTITUTION TO BID FOR APPROVAL 26. ALL NOTES AND SCHEDULES LISTED ON DRAWINGS OF OTHER SECTIONS OF THIS PROJECT WITH REFERENCE TO ELECTRICAL CONTRACTOR OR ELECTRICIAN APPLY TO THIS SECTION OF CONTRACT. 27. ALL ELECTRICAL WORK NOTED ON AC AND PLUMBING DRAWINGS TO BE PROVIDED UNDER THIS SECTION. 28. THIRD PARTY CERTIFICATION: ALL PACKAGED EQUIPMENT SHALL BE BY INDEPENDENT THIRD PARTY LABELED AS A SYSTEM FOR IT'S INTENDED USE BY A NATIONAL RECOGNIZED TESTING LABORATORY (NRTL) IN ACCORDANCE WITH OSHA FEDERAL REGULATIONS 29CFR1910.303 AND .399, AS WELL AS NFPA PAMPHLET #70, NATIONAL ELECTRIC CODE (NEC). ARTICLE 90-7 29. EXTEND MIN 2" TELEPHONE CONDUIT TO TELEPHONE BACKBOARD UNLESS NOTED OTHERWISE. 30. AS PER NEC, APPROPRIATE CONDUIT AND WIRE TYPE SHALL BE USED FOR WET LOCATIONS, HAZARDOUS LOCATIONS, CORROSIVE ENVIRONMENT OR SIMILAR SPECIAL CONDITIONS. 31. ELECTRICAL CONTRACTOR SHALL FURNISH A COMPLETE TYPE WRITTEN IDENTIFICATION DIRECTORY CARD IN EACH ELECTRICAL PANEL IDENTIFYING ALL BRANCH CIRCUITS. 32. ALL EXPOSED WIRING SHALL BE INSTALLED IN CONDUIT. CONDUIT SHALL BE GALVANIZED STEEL, RIGID HEAVY WALL OR ELECTRICAL METALLIC TUBING. WATERTIGHT FITTINGS SHALL BE USED WHERE REQUIRED BY CODE. ROMEX AND BX CABLE ARE PROHIBITED. 33. IT IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY TO PROPERLY BALANCE ALL CIRCUITS BETWEEN PHASES OF THE SYSTEM, REGARDLESS OF CIRCUITING INDICATED. 34. FLEXIBLE METAL CONDUIT SHALL BE USED ONLY FOR CONNECTIONS INSIDE CASEWORK AND AS THE FINAL CONNECTION SIX FEET (6'-0") MAXIMUM LENGTH, MINIMUM ONE-HALF INCH (1/2") ELECTRICAL TRADE SIZE TO RECESSED FIXTURES, MOTORS, AND EQUIPMENT THAT MAY GENERATE VIBRATION THROUGH THE CONDUIT SYSTEM. 35. A NEUTRAL FAULT TEST IS REQUIRED PRIOR TO ENERGIZING CIRCUITS. 36. BX, ROMEX, AC(BX) OR MI TYPE WIRING WILL NOT BE ALLOWED. ALUMINUM CONDUCTORS ARE NOT PERMITTED. 37. EXPOSED CONDUITS SHALL BE INSTALLED IN STRAIGHT LINES, PARALLEL WITH OR AT RIGHT ANGLES TO THE BUILDING STRUCTURE. DO NOT LOOP EXCESS FLEXIBLE CONDUIT IN CEILING SPACE. 38. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL DEMOLITION AND CONSTRUCTION NOTES. COMPLY WITH ALL REQUIREMENT. 39. PROVIDE CABLE SUPPORTS ON VERTICAL RUNS. (300.7 (A)) 40. PROVIDE SEISMIC RESTRAINT AND ANCHOR DESIGN FOR ALL HEAVY ELECTRICAL EQUIPMENT. 41. PROVIDE SEISMIC SECURE CONDUITS, PIPES AND WALL MOUNT EQUIPMENT. SEE STRUCTURAL DRAWING FOR ADDITIONAL INFORMATION 42. THE ISSUANCE OF A PERMIT SHALL NOT PREVENT THE BUILDING OFFICIAL FROM REQUIRING THE CORRECTION OF ERRORS ON THESE PLANS OR FROM PREVENTING ANY VIOLATION OF THE CODES ADOPTED BY THE CITY, RELEVANT LAWS, ORDINANCES, RULES AND/OR REGULATIONS. 43. FOR FIRE RATED WALL/CEILING PENETRATION AND/OR MEMBRANE PENETRATION, COMPLETE NRTL CLASSIFICATION SHEETS SHALL BE PROVIDED TO THE INSPECTOR AT THE TIME OF INSPECTION 44. THE UNGROUNDED AND GROUNDED CONDUCTORS OF EACH MULTIWIRE BRANCH CIRCUIT SHALL BE GROUPED BY WIRE TIES OR SIMILAR MEANS IN AT LEAST ONE LOCATION WITHIN THE PANELBOARD OR OTHER POINT OF ORIGINATION. (210.4(D)). 45. EACH MULTIWIRE BRANCH CIRCUIT SHALL BE PROVIDED WITH A MEANS THAT WILL SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES. (210.4) 46. PROVIDE SEPARATE SUBMITTAL, OBTAIN AL REQUIRED PERMITS, INSPECTIONS AND APPROVALS FOR ALL FIRE ALARM SYSTEM INSTALLATIONS AND/OR MODIFICATIONS FROM THE FIRE DEPARTMENT AND BUILDING DEPARTMENT. 47. PROVIDE SEPARATE SUBMITTAL FOR ALL ELECTRICAL SUBSYSTEMS WITH POWER SUPPLY(S) OF MORE THAN 50VA AND /OR 24V. (E.G. SECURITY, CARD READERS, TELCO/DATA, PA AUDIO/VISUAL NURSE CALL, HVAC AND REFRIGERATION CONTROLS, ETC.) 48. ALL INSTALLED MATERIALS AND EQUIPMENT SHALL BE LISTED U.L NRTL OR LISTED AND APPROVED BY A CITY APPROVED TESTING LABORATORY. 49. PROVIDE ARC FLASH LABELING AS REQUIRED PER (110.16) 50. ALL NEW OVERCURRENT DEVICES INSTALLED IN EXISTING PANELS/SWITCHBOARDS SHALL MATCH THE MAKE, MODEL AND INTERRUPTING CAPACITY OF THE EXISTING OVERCURRENT DEVICES. 51. RACEWAYS SEALS. CONDUITS OR RACEWAY THROUGH WHICH MOISTURE MAY CONTACT LIVE PARS SHALL BE SEALED OR PLUGGED AT EITHER OR BOTH ENDS. 52. DO NOT INSTALL FLEXIBLE CONDUIT IN DEMISING WALLS. FIRE ALARM NOTES 1. ALL FIRE ALARM SYSTEMS SHALL BE PROVIDED BY OTHERS. 2. INSTALLATION OF FIRE ALARM SYSTEM SHALL BE UNDER A SEPARATE PERMIT. HVAC NOTES 1. REFER TO MECHANICAL PLANS FOR EXACT LOCATION OF EACH EQUIPMENT. 2. PROVIDE ALL HVAC EQUIPMENT, CONTROLS, CONDUITS, WIRES AND ELECTRICAL CIRCUIT CONNECTIONS. VERIFY AND COORDINATE ALL REQUIREMENT WITH THE MECHANICAL DRAWINGS AND EQUIPMENT SUBMITTAL. DEMOLITION NOTES 1. CONTRACTOR SHALL VISIT THE SITE, INCLUDING THE SPECIFIC AREAS OF THE PROJECT, TO BE THOROUGHLY FAMILIAR WITH THE EXISTING CONDITIONS, AND INCLUDE THEM IN THE PROJECT SCOPE OF WORK. 2. EXISTING CIRCUITS THAT ARE INDICATED TO BE REMOVED, SHALL HAVE THEIR CONDUITS, WIRING, BOXES, ETC. COMPLETELY REMOVED BACK TO THE RESPECTIVE POWER SOURCE EQUIPMENT, AND THEIR CIRCUITS, IF NOT REUSED, IDENTIFIED AS SPARES. 3. EXISTING CONDUITS, WHERE ADEQUATE, MAY BE REUSED, WITH THE PROVISION OF SUPPORTS COMPLYING WITH CURRENT CODE. 4. COORDINATE ALL DEMOLITION WORK WITH OWNER/ARCHITECT AS TO PHASING OF CONSTRUCTION. 5. ALL EXISTING WORK NOT INDICATED TO BE MODIFIED SHALL BE MAINTAINED. CONTRACTOR TO INCLUDE REROUTING AND MODIFICATION OF EXISTING CONDUIT & WIRING TO MAINTAIN CIRCUITS TO EXISTING DEVICES & EQUIPMENT THAT IS TO REMAIN. 6. DRAWINGS INDICATE EXISTING CIRCUITING AS NOTED ON EXISTING AS -BUILT DWGS. CONTRACTOR TO VERIFY & ADJUST CIRCUITS TO CURRENT EXISTING CONDITIONS AS REQUIRED. 7. CONTRACTOR TO BE RESPONSIBLE FOR MAINTAINING ALL ELECTRICAL SYSTEMS IN OPERATION, PROTECT IN PLACE EACH ELECTRICAL EQUIPMENT AND DEVICES WHICH ARE TO REMAIN. 8. CONTRACTOR TO COORDINATE WITH OWNER WHICH MATERIALS/EQUIPMENT ARE BEING REMOVED UNDER DEMOLITION WHICH THE OWNER WANTS TO RETAIN AND THESE ITEMS SHALL BE TAGGED & BOXED AND TURNED OVER TO OWNER. 9. WHEN NECESSARY, CONTRACTOR TO PROVIDE TO TEMPORARILY REROUTE, RELOCATE EXISTING ELECTRICAL EQUIPMENT & CIRCUITING (CONDUITS & WIRES), TO MAINTAIN THE CIRCUITING DURING CONSTRUCTION. 10. COVER ALL HOLES IN FLOOR, WALLS & CEILING RESULTING FROM REMOVAL OF OUTLETS,PATCH TO MATCH ADJACENT SURFACE . 11. REFER TO ARCHITECTURAL DRAWING FOR COMPLETE ADDITIONAL AND COMPLETE DEMOLITION INSTRUCTION AND REQUIREMENT. 12. WHEN NECESSARY, CONTRACTOR TO PROVIDE TO TEMPORARILY REROUTE, RELOCATE EXISTING ELECTRICAL EQUIPMENT & CIRCUITING (CONDUITS & WIRES), TO MAINTAIN THE CIRCUITING DURING CONSTRUCTION. 13. COVER ALL HOLES IN FLOOR, WALLS & CEILING RESULTING FROM REMOVAL OF OUTLETS,PATCH TO MATCH ADJACENT SURFACE . 14. REFER TO ARCHITECTURAL DRAWING FOR COMPLETE ADDITIONAL AND COMPLETE DEMOLITION INSTRUCTION AND REQUIREMENT. NOTES TO LOW VOLTAGE CONTRACTOR 1. REFER TO ARCHITECTURAL DETAIL DRAWING FOR POWER AND DATA CABLE DIAGRAM FOR ADDITIONAL INFORMATION. 2. REMOVE ANY EXCESS CAT 5 CABLES AT THE CASH WRAP AND BACKROOM TELEPHONE/IT BACKBOARD. 3. TERMINATE ALL CAT 5/CAT5e/CAT6a CABLES TO EXACT AND APPROPRIATE LENGTH AND ARRANGED IN STRUCTURED MANNER PER CURRENT ACCEPTABLE INDUSTRY STANDARD. 4. ALL CABLES SHALL TERMINATE IN A JACK AND BACKROOM TELEPHONE/IT CABLES ARE NEAT. 5. PROVIDE 1" VELCRO TO BUNDLE ALL LOW VOLTAGE WIRES. 6. ALL LOW VOLTAGE CABLES SHALL BE IN 3/4"C MIN. OR IN AN APPROPRIATE WIREMOLD RACEWAYS. FILL RATIO SHALL NOT EXCEED 40%. 7. PROVIDE #16 AWG SPEAKER WIRE @ MAXIMUM 80'-0" LENGTH, #14 AWG FOR 200'-0" LENGTH AND #12 AWG FOR LENGTH LONGER THAN 200'-0". 8. SECURITY DEVICES, IF ANY MUST BE CONCEALED AND MUST NOT DISTURB STRUCTURAL SLAB. NO VISIBLE SECURITY DEVICES OF ANY KIND WITHIN 5' OF STOREFRONT LEASE LINE. CAMERAS, MOTION DETECTORS, TRAFFIC COUNTERS, ETC, MUST BE RECESSED OR LOW PROFILE. SUBMIT MANUFACTURERS SHOP DRAWINGS FOR REVIEW AND APPROVAL. 9. REFER TO ARCHITECTURAL DRAWING FOR TYPICAL CASHWRAP WIRING DIAGRAM AND POINT OF CONNECTION GOING TO POWER AND DATA. 10. NOTES TO CONTRACTOR A. ALL CONTRACTORS (GENERAL CONTRACTOR AS WELL AS ALL SUB -CONTRACTORS) BIDDING AND AWARDED TO CONSTRUCT THIS FACILITY ARE RESPONSIBLE FOR VERIFYING ALL EQUIPMENT FURNISHED AND SUPPLIED AND INSTALLED AT THIS SITE. THE EQUIPMENT UTILITY (GAS, WATER, SEWER, VENT, ELECTRICAL, BUILDING MECHANICAL SYSTEMS. DUCT CONNECTIONS, EXHAUST CONNECTIONS, SECURITY, FIRE ALARM, DATA, PHONE, ETC.) CONNECTION MUST BE VERIFIED BEFORE BIDDING. THIS INCLUDES BUT NOT LIMITED TO POINT OF CONNECTION, LOCATIONS, TYPE OF CONNECTIONS. NUMBER OF CONNECTIONS, AND COORDINATION WITH OTHER TRADES. THE CONTRACTORS SHALL BE RESPONSIBLE FOR READING THE EQUIPMENT SPECIFICATION BOOK AS PART OF THE CONSTRUCTION DOCUMENTATION. THE EQUIPMENT WILL INCLUDE ALL EQUIPMENT PURCHASED OR FURNISHED OR INSTALLED BY ANY ONE. B. ALL UTILITY CONNECTIONS AND THEIR LOCATIONS MUST INCLUDE ALL EQUIPMENT AS REQUIRED BY THE UTILITY COMPANY AS WELL AS LOCAL CODES OR THE SHOPPING CENTER/MALL REQUIREMENTS. CONTRACTOR TO VERIFY ALL REQUIREMENTS BEFORE BID. THE MOST STRINGENT REQUIREMENT SHALL APPLY EVEN IF NOT DETAILED. C. D. E. F. G. H. THE CONTRACTORS ARE RESPONSIBLE FOR REQUESTING VERIFICATION OF ALL OWNER REQUIREMENTS AS WELL AS ANY OTHER LOCAL/STATE/FEDERAL REQUIREMENTS. THE CONTRACTOR SHALL VERIFY AND INSURE ALL EXISTING SYSTEMS FUNCTIONAL. CONTRACTOR TO VERIFY THE PLACEMENT OF NEW EQUIPMENT ARE AVAILABLE. ALL EQUIPMENT FURNISHED TO THE CONTRACTOR AS WELL AS PURCHASED BY THE CONTRACTOR MUST BE ACCOMPANIED WITH FULL SUBMITTAL PROCESS AND ENGINEERS' APPROVAL. THE CONTRACTOR SHALL FOLLOW ALL INSTALLATIONS PER LOCAL AND STATE CODES. ANY FIELD CORRECTION MUST BE PERFORMED BY THE CONTRACTOR AT NO COST TO THE OWNERS. THE CONTRACTORS ARE RESPONSIBLE FOR REQUESTING EQUIPMENT CUT SHEETS AND IF THE EQUIPMENT FURNISHED DIFFERED FROM THE CUT SHEETS, THE CONTRACTOR SHALL ADJUST THE INSTALLATION ACCORDINGLY. ALL COORDINATION AND ADJUSTMENT AMONG ALL TRADES MUST BE PERFORMED BY THE GENERAL CONTRACTOR. ALL COORDINATION AND THE DISTRIBUTION OF RESPONSIBILITY FOR THE SITE IS BY THE GENERAL CONTRACTOR. ALL BIDS MUST BE FOR FULL INSTALLATION OF COMPLETE FUNCTIONAL AND OPERATIONAL EQUIPMENT AND SYSTEMS. ALL ACCESSORIES AND PERIPHERALS WIRES, CONDUITS, PIPES, CONNECTIONS, ROOF PENETRATIONS, ATTACHMENTS, SUPPORTS, AND ANY OTHER REQUIREMENTS WILL BE PART OF BID FOR FULLY FUNCTIONAL AND COMPLETE INSTALLATION AS REQUIRED BY PLANS AND SPECIFICATIONS AS WELL AS LOCAL REQUIREMENTS. ALL WORKS INVOLVING VARIOUS TRADES EVEN THOSE NOT SHOWN ON THESE DRAWINGS SUCH AS SECURITY SYSTEMS, FIRE ALARM SYSTEMS, HVAC SYSTEMS, ETC. MUST BE WELL COORDINATED DURING THE BIDDING PROCESS. THE CONTRACTOR IS RESPONSIBLE FOR ALL OF ABOVE REQUIREMENTS AND MUST INCLUDE ALL PROVISIONS INTO THE BID AND INSTALLATION. ALL EXISTING INSTALLATIONS & CONNECTIONS DONE BY OTHERS ARE NOT PART OF THE SCOPE OF THIS PROJECT. IF THE INSTALLATION, CONNECTIONS, MATERIALS & EQUIPMENT ARE NOT TO CODE OR ARE UNSAFE, THE OWNER OF THE BUILDING SHALL BE CONTACTED AND ALL CORRECTIONS TO EXISTING WORK SHALL BE DONE UNDER SEPARATE CONTRACT. ENGINEER IS NOT RESPONSIBLE FOR ANY EXISTING CONDITIONS OR WORK PREVIOUSLY DONE BY OTHERS. WHERE CONDITIONS ARE SHOWN OR NOTED AS EXISTING, THEY ARE BASED ON THE BEST INFORMATION CURRENTLY AVAILABLE AT THE TIME OF PREPARATION OF THESE DRAWINGS. NO WARRANTY IS IMPLIED AS TO THE ACCURACY OF SAME HOWEVER AND CONTRACTOR IS TO FIELD VERIFY ALL CONDITIONS. SHOULD FIELD CONDITIONS DIFFER FROM THOSE SHOWN HEREIN THEY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. CONTRACTORS TO PREPARE SHOP DRAWINGS AFTER CONDUCTING SITE SURVEY. THE SHOP DRAWINGS MUST PROVIDE THE NECESSARY INSTALLATIONS , CUSTOMIZED ACCORDING TO ACTUAL SITE CONDITIONS. PROVIDE A COPY TO THE CLIENT, ARCHITECT & ENGINEERS A WEEK PRIOR TO MOBILIZATION. CONTRACTOR TO PREPARE TWO COPIES OF RED LINE AS -BUILT DRAWINGS. USE THE SHOP DRAWINGS AS THE BASE PLAN, RED PENCIL (NOT PEN) TO UPDATE THE SAID AS -BUILT EVERYDAY. THE FIRST COPY IS FOR TECHNICIAN REFERENCE WHILE WORKING. THE SECOND COPY SHOULD BE KEPT CLEAN, NEAT, & LEGIBLE. THIS SHALL BE USE FOR INSPECTION, MEETING, RFI PREPARATION, AND OTHER APPLICATIONS WHEREON A CLEAN, NEAT, & LEGIBLE COPY IS NECESSARY. PRIOR TO RELEASE OF FINAL PAYMENT, THE SECOND COPY MUST BE CERTIFIED BY THE CONTRACTOR'S LICENSEE AS COMPLETE & CORRECT. SCAN AND PROVIDE ELECTRONIC COPY TO THE CLIENT, ARCHITECT, & ENGINEERS. THE HARD COPY MUST BE KEPT BY THE CONTRACTOR DURING WARRANTY PERIOD AND MUST BE SUBMITTED TO STORE MANAGER ON THE LAST DAY OF WARRANTY. THE GENERAL CONTRACTOR MUST DISCUSS & SUPPORT THEIR SUBCONTRACTOR. IF THE SUBCONTRACTOR NEEDS INFORMATION THAT NEEDS ENGINEER'S SUPPORT, THE GENERAL CONTRACTOR MUST, USING ITS OFFICIAL FORM, SEND REQUEST FOR INFORMATION (RFI) TO THE ARCHITECT OF RECORDS, COPY FURNISH THE ENGINEERS. THE RFI MUST BE CONCISE & SUPPORTED W/ SKETCH, DRAWINGS, CUT SHEET AND/OR OTHER MATERIALS THAT WILL HELP THE ENGINEERS RESPOND PRECISELY AND QUICKLY. ELECTRICAL DRAWING SHEET INDEX SHEET # SHEET TITLE REMARKS E0.1 GENERAL NOTES AND SHEET INDEX PERMIT SET E0.2 SYMBOLS LIST AND ABBREVIATIONS PERMIT SET E0.3 SINGLE LINE DIAGRAM AND SCHEDULES PERMIT SET E2.1 LIGHTING PLAN AND EMERG PHOTO CALC PERMIT SET E3.1 POWER & ELECTRICAL ROOF PLAN PERMIT SET E4.1 DRAWING DETAILS PERMIT SET E5.1 LIGHTING COMPLIANCE FORMS PERMIT SET DRAWN BY: SC CHECK BY: EA STAMPED/SIGNED: TM l7 RECEIVED CITY OF TUKWILA JUL 12 2017 DATE: 07.07.17 JOB NO: 1617 DRAWN: MA CHECKED: EA 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 N O U N 0 C%) W L I W -I I- _I Z co 00 U W � DZ N OWN< W FT_ W cn 0 1--- W L1- 0 W 0 (n W N 17001-10 WA SEATTLE (SOUTH CENTER MALL) REVISIONS REVIEWED FOR CODE COMPLIANCE APPROVED SEP 082017 City of Tukwila BUILDING DIVISION PERMIT C RA E PERMIT AND APPROVAL REQUIRED GENERAL NOTES AND SHEET INDEX SHEET NUMBER E0.1 co 4 w 0 z 0 SYMBOLS DESCRIPTION SYMBOLS DESCRIPTION IP DUPLEX RECEPTACLE: 20A -125V, 2W GROUNDING TYPE, +15" A.F.F. U.O.N. AIC CONDUIT, STUBBED OUT AND CAPPED GFI/GFCI GROUND FAULT INTERRUPTER III 3/4"0-3#12. PROVIDE #12 GREEN GN ! DUPLEX AFCI RECEPTACLE: 20A -125V, 2W GROUNDING TYPE, +15" A.F.F. U.O.N. ARC FAULT CIRCUIT INTERRUPTER GROUND WIRE MIN. IN EACH CONDUIT RUN HEARING IMPAIRED 3/4"C-4#12. PROVIDE #12 1111 GREEN GROUND WIRE MIN. IN EACH CONDUIT RUN t ', DUPLEX RECEPTACLE: 20A -125V, 2W GROUND FAULT CIRCUIT INTERRUPTER TYPE. +15" A.F.F. U.O.N. HPF PROVIDE #12 III 11 3/4"C-5#12. GREEN GROUND WIRE MIN. IN EACH CONDUIT RUN HV HIGH VOLTAGE III III 1"C-6#12. PROVIDE #12 GREEN GROUND WIRE MIN. IN EACH CONDUIT RUN ip IG LIGHTING CONTROL PANEL DUPLEX RECEPTACLE: 20A -125V, 2W + ISOLATED GROUND TYPE, +15" A.F.F. U.O.N. BARE COPPER AME LINEAR FEET BKBD BACKBOARD FLUSH MOUNTED LIGHTING OR POWER PANELBOARD-P LIGHTING BLDG DUPLEX RECEPTACLE: 20A -125V -2P, 2W GROUNDING TYPE, CEILING MTD. U.O.N. MAX MAXIMUM C CONDUIT :;: OWNER FURNISHED, OWNER INSTALLED WALL MOUNTED DOUBLE DUPLEX CONVENIENCE OUTLET, +18" ORAS NOTED CABINET SURFACE MOUNTED LIGHTING OR POWER PANELBOARD OWNER FURNISHED, CONTRACTOR INSTALLED CB CIRCUIT BREAKER PC -- FLUSH MOUNTED TERMINAL CABINET OR AS SHOWN CIRCUIT -PNL :; CFL QUADPLEX RECEPTACLE: 20A -125V, 2W GROUND FAULT CIRCUIT INTERRUPTER TYPE, +15" A.F.F. U.O.N. PTS PROGRAMMABLE TIME SWITCH =OM SURFACE MOUNTED TERMINAL CABINET OR AS SHOWN RECEPT RECEPTACLE CO CONDUIT ONLY REQ SURFACE MOUNTED DISTRIBUTION PANELBOARD :;; 'i' IG QUADPLEX RECEPTACLE: 20A -125V, 2W + ISOLATED GROUND TYPE, +15" A.F.F. U.O.N.j SEE ARCHITECTURAL DRAWINGS CU COPPER SURF SURFACE MOUNTED DEVICE OR EQUIPMENT DISTRIBUTION SWITCHBOARD OR MOTOR CONTROL CENTER DISABLE ACCESS O SINGLE RECEPTACLE: 20A -125V, 2W GROUNDING TYPE, +15" A.F.F. U.O.N. DED DEDICATED CIRCUIT SWBD. T DOC TRANSFORMER qTL SYSTEM DUPLEX RECEPTACLE: 20A -125V, 2W GROUNDING TYPE, +15" A.F.F. U.O.N. TWISTLOCK RECEPTACLE DISCONNECT F1 INDICATES LIGHTING FIXTURE TYPE "F1", SEE SCHEDULE FOR INFORMATION qP DOWN WALL MOUNTED HALF -SWITCHED DUPLEX CONVENIENCE OUTLET, +18" OR AS NOTED STANDARD 0 LIGHT FIXTURE -SURFACE, PENDANT MOUNTED OR RECESSED WITH ATTACHED SPECS SPECIFICATION JUNCTION BOX. EACH TVSS + WALL MOUNTED SINGLE RECEPTACLE: 20A -220V GROUNDING TYPE, 15 A.F.F. U.O.N. EDF a LIGHT FIXTURE WALL MOUNTED WITH J -BOX TIME CLOCK 0 EQUIPMENT GROUND FLUORESCENT FIXTURE -SURFACE MOUNTED WITH CEILING OUTLET TERMINAL/TERMINATE Q WALL MOUNTED DATA OUTLET WITH 3/4" CONDUIT TO TERMINAL BOARD, +15" A.F.F. U.O.N. TYP TYPICAL ENCL. ENCLOSURE TL TASK LIGHT EMH, FLUORESCENT FIXTURE -RECESSED WITH OUTLET UG V CEILING MOUNTED DATA OUTLET WITH 3/4" CONDUIT TO TERMINAL BOARD 1-0-1 FLUORESCENT FIXTURE 0 1 -SURFACE STRIP OR UNDERCABINET EXPLOSION PROOF VA TELEPHONE OUTLET WITH 3/4" CONDUIT TO TEL. BACKBOARD, +15" A.F.F. U.O.N. EXO EXTERNALLY OPERATED VAV FLUORESCENT FIXTURE -SURFACE WALL MOUNTED EXIST. EXISTING COMBINATION TELEPHONE & DATA OUTLET, +15" A.F.F. U.O.N. WITH 3/4" CONDUIT TO DATA TERMINAL AND TELEPHONE BACKBOARD, VARIABLE FREQUENCY DRIVE LIGHT FIXTURE ON EMERGENCY CIRCUIT I 0 EXIT SIGN LIGHTING FIXTURE. SHADED PORTION INDICATES FACE WITH DIRECTIONAL ARROWS AS INDICATED. PROVIDE (1) J -BOX EACH FOR NORMAL AND EMERGENCY CIRCUIT (ALSO INCLUDE LOW LEVEL EXIT SIGN AT EACH SYMBOL) VAPOR PROOF (N) OR N FLOOR MOUNTED J -BOX FOR WORKSTATION POWER WHIP LOCATION- EA. WHIP SHALL HAVE 4 CIRCUITS PULLED TO EA. LOCATION (3 SHARED CIRCUITS PLUS 1 DEDICATED CIRCUIT). PROVIDE DATA CABLE PULL FOR 4 DROPS AT EA. WHIP LOCATION. LOCATE J -BOX 12" FROM PERIMETER WALL, U.N.O. 44):11 EM FLOOR W TL TASK LIGHTING FIXTURE. SEE ARCH. DETAILS. CO CEILING W/O CEILING MOUNTED DUPLEX/TELE/DATA OUTLETS FBO. SIGN OUTLET. VERIFY SERVICES' REQUIREMENT & LOCATION WITH SIGN INSTALLER WP J DUPLEX RECEPTACLE OUTLET FLUSH IN FLOOR BOX S NEW (N) SINGLE POLE TOGGLE SWITCH +48" OR AS NOTED SUBSCRIPTS AT SWITCH SYMBOLS, INDICATE THE FOLLOWING: 2 -DOUBLE POLE P - PILOT LIGHT, RED JEWEL 3 - THREE WAY R - REMOTE CONTROL SWITCH 4 - FOUR WAY m - MOTOR RATED D - DIMMER CONTROL SWITCH M - MOMENTARY CONTACT K - KEY OPERATED T - TIMER a, b, c, ETC. - IDENTIFICATION OF LIGHTING CONTROLLED TRANSFORMER T 208V. RECEPTACLE, RATING AS NOTED ON THE PLANS Z IMPEDANCE TELEVISION OUTLET WITH 3/4" CONDUIT TO TELEVISION TERMINAL, +15" A.F.F. U.O.N. FIXTURE TV AND FLR FLOOR 0 DIAMETER OR PHASE 1" DATA C.O.MIN. OR AS NOTED. FLEXIBLE D -} NUMBER -1-1-- 1 1/4" DATA C.O. D T TELEPHONE CONDUIT 2" MINIMUM U.O.N. T CABLE TRAY f J CT TT) TTB, 4'x8'x3/4" FIRE RETARDANT PLYWOOD. PROVIDE q"C-1#6 GRD. AND BOND TO COMMUNICATION BOARD. 2 -HR. OVERRIDE SWITCH INTERFACED WITH T24 PROGRAMMABLE LIGHTING os CONTROL RELAY PANELS OR ASTRONOMICAL TIME CLOCK. VERIFY AND �/--"(B ' COORDINATE EXACT LOCATION. D' FUSED DISCONNECT SWITCH ,EXO ,H.P. RATED FOR MOTOR SERVED.' SB DIMMER SWITCH BANK. VERIFY AND COORDINATE EXACT LOCATION, 0-1 NON FUSED DISCONNECT SWITCH ,EXO ,H.P. RATED FOR MOTOR SERVED. 1 2130/3 COMBINATION MOTOR STARTER SIZE 1 WITH A 30AMP, 3P DISCONNECT SWITCH ITC INTERIOR LIGHTING TIME CLOCK. VERIFY AND COORDINATE EXACT LOCATION. 2ETC MAGNETIC LINE VOLTAGE STARTER, SIZE '2' EXTERIOR LIGHTING TIME CLOCK. VERIFY AND COORDINATE EXACT LOCATION. © MANUAL MOTOR STARTER. +48" OR AS NOTED (WITH THERMAL OVERLOAD) 2 MAGNETIC LINE VOLTAGE STARTER, SIZE '2' WITH A 70 AMP 3 POLE C.B. J -I PUSHBUTTON STATION - SINGLE BUTTON, +48" OR AS NOTED III 70/3 o • H START -STOP PUSHBUTTON STATION, +48" OR AS NOTED CONTROL DEVICE AS INDICATED Q JUNCTION BOX, +18" OR AS NOTED 4'-6" FROM FINISHED FLOOR TO CENTER LINE OF OUTLET OR EQUIPMENT OJ JUNCTION BOX, ABOVE CEILING CX) COMBINATION CO AND SMOKE DETECTORS OJ JUNCTION BOX, FLUSH IN FLOOR EXHAUST FAN. REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATION, QUANTITY AND ELECTRICAL REQUIREMENT. J JUNCTION BOX, FLUSH IN CEILING © REFERENCE TO NOTE 2 PIGTAIL INDICATES CONNECTION TO EQUIPMENT (LFSC) (E) DENOTES EXISTING TO REMAIN °C ab WALL MOUNTED BI -LEVEL OCCUPANCY SENSOR SWITCH, PROVIDE 3/4"C-4#12 CONNECTION. (MINIMUM) R REMOVE RR REMOVE & RELOCATE (INCLUDING CONDUITS & WIRES) °C WALL MOUNTED OCCUPANCY SWITCH. PROVIDE 3/4"C-3#12 CONNECTION.(MINIMUM) GROUND I SMR WITH OUTLETS AT 12" O.C. OR AS NOTED (WITH FIBER COMPLIANT FITTINGS) s SWITCHPACK i ® ®1 la PHOTOCELL (EXTERIOR) OC CEILING MOUNTED OCCUPANCY SENSOR SWITCH WITH SWITCH PACK AND LOCAL KEY -OVERRIDE SWITCH LISTED FOR DAMP LOCATION, WATT STOPPER #EN -200, OR EQUAL, WITH 3/4"C-3#12 CONNECTION (MINIMUM) ®PHOTOCELL AME -1,3,5 ( INTERIOR) THREE SINGLE PHASE CIRCUITS TO PANEL 'AME' WITH SEPARATE NEUTRAL 0 MOTOR LOAD AME -1,3 TWO SINGLE PHASE CIRCUITS TO PANEL 'AME' WITH SEPARATE NEUTRAL O THERMOSTAT AME -1&3&5 ONE THREE PHASE CIRCUIT TO PANEL 'AME' - NO NEUTRAL ® ELECTRIC UTILITY METER AME -1&3 ONE SINGLE PHASE CIRCUIT TO PANEL 'AME' - NO NEUTRAL O OR RH RETAIL TRAFFIC CEILING SENSOR LOCATED AT FRONT OF STORE. PROVIDE POWER AND DATA OUTLET. RUN CAT 5 CABLE TO CASH DESK AREA. HOMERUN TO PANEL OR CABINET AS DESIGNATED CONDUIT RUN CONCEALED ABOVE CEILING OR WALLS WITH 1/2" CONDUIT -2#12 +1#12 GND. UNLESS OTHERWISE NOTED. DETAIL#X x>oc REFERENCE TO ON SHEET #XXX CONDUIT RUN CONCEALED BELOW FLOOR OR GRADE WITH 1/2" CONDUIT -2#12 UNLESS OTHERWISE NOTED. 4 CHIME, BY GC OR AS NOTED X CONDUIT RUN EXPOSED X o CONDUIT STUB UP o CONDUIT STUB DOWN ABBREVIATIONS ABBREVIATIONS A AMPERE GND/GRD GROUND AIC AMPERE INTERRUPTING CAPACITY GFI/GFCI GROUND FAULT INTERRUPTER AF AMPERE FUSE GN GENERAL NOTES AFCI ARC FAULT CIRCUIT INTERRUPTER HI HEARING IMPAIRED ALT ALTERNATE HP HORSE POWER AS AMPERE SWITCH HPF HIGH POWER FACTOR AF AMPERE FUSE HV HIGH VOLTAGE AT AMPERE TRIP LCP LIGHTING CONTROL PANEL BC BARE COPPER LF LINEAR FEET BKBD BACKBOARD LTG LIGHTING BLDG BUILDING MAX MAXIMUM C CONDUIT OF01 OWNER FURNISHED, OWNER INSTALLED CAB CABINET OFCI OWNER FURNISHED, CONTRACTOR INSTALLED CB CIRCUIT BREAKER PC PHOTOCELL CKT CIRCUIT -PNL PANEL CFL COMPACT FLUORESCENT LAMP PTS PROGRAMMABLE TIME SWITCH CLG CEILING RECEPT RECEPTACLE CO CONDUIT ONLY REQ REQUIREMENT CT CURRENT TRANSFORMER SAD SEE ARCHITECTURAL DRAWINGS CU COPPER SURF SURFACE MOUNTED DEVICE OR EQUIPMENT DA DISABLE ACCESS SW SWITCH DED DEDICATED CIRCUIT SWBD. SWITCHBOARD DOC DOCUMENTS SYS SYSTEM DISC DISCONNECT SYM SYMMETRICAL DN DOWN STD STANDARD DWG DRAWINGS SPECS SPECIFICATION EA EACH TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR EDF ELECTRIC DRINKING FOUNTAIN TC TIME CLOCK EG. EQUIPMENT GROUND TERM TERMINAL/TERMINATE ELEC. ELECTRICAL TYP TYPICAL ENCL. ENCLOSURE TL TASK LIGHT EMH, ELECTRICAL POWER MANHOLE UG UNDERGROUND EXH. EXHAUST UON UNLESS OTHERWISE NOTED EP. EXPLOSION PROOF VA VOLTAMPERES EXO EXTERNALLY OPERATED VAV VARIABLE AIR VOLUME EXIST. EXISTING VFD VARIABLE FREQUENCY DRIVE (E) OR E EXISTING TO REMAIN VP VAPOR PROOF (N) OR N NEW. PROVIDE ALL ACCESSORIESVL VERIFY EXACT LOCATION WITH OWNER/ARCHITECT EM EXISTING ITEM OF EMERGENCY CONDUIT W WATTS FA. FIRE ALARM W/O WITHOUT FBO. FURNISHED BY OTHERS WP WEATHER PROOF FC FOOT CANDLE XFMR TRANSFORMER FCU FAN COIL UNIT Z IMPEDANCE FIXT FIXTURE & AND FLR FLOOR 0 DIAMETER OR PHASE FLEX FLEXIBLE # NUMBER FLUO FLUORESCENT ELECTRICAL SEISMIC NOTES 1. PROVIDE COMPLETE SEISMIC ANCHORAGE AND BRACING FOR ALL ELECTRICAL EQUIPMENT. 2. PRIOR TO EQUIPMENT INSTALLATION, SUBMIT COMPLETE SEISMIC ANCHORAGE AND BRACING CALCULATIONS AND DETAILS SHOWING EQUIPMENT WEIGHTS AND CENTERS OF GRAVITY, LOCATION, QUANTITIES, SIZES AND METHOD OF ANCHORAGE AND BRACING WITH A CHECK FOR COMBINED SHEAR AND TENSION BASED ON UNIFORM BUILDING CODE SECTION 1613 AND ASCE 7 SECTION 13.6 USING THE FOLLOWING MINIMUM CRITERIA: a. FIXED EQUIPMENT ON GRADE : 50% OF OPERATING WEIGHT. b. FIXED EQUIPMENT ON STRUCTURE : 75% OF OPERATING WEIGHT. c. FLEXIBLY MOUNTED EQUIPMENT : 4 TIMES THE ABOVE VALUES. d. SIMULTANEOUS VERTICAL FORCE : 1/3 X THE HORIZONTAL FORCE. 3. REFER TO ASCE 7 TABLE 13.6-1 FOR APPLICABLE SEISMIC COEFFICIENTS ap AND Rp. 4. REFER TO CBC FOR APPLICABLE FORCE FACTOR "Cp". INCLUDING THE EFFECT OF TEMPERATURE CHANGE IN PREPARATION OF ANCHORAGE AND BRACING DETAILS. 5. THE INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER/ARCHITECT 6. CONTRACTOR SHALL DESIGN- BUILD THE SEISMIC ANCHORAGE & SUPPORTS FOR ALL NEW ELECTRICAL EQUIPMENT & FOR EXISTING ACCESSIBLE & VISIBLE CONDUITS AND PULLBOXES, AND FOR NEW CONDUITS, NEW EQUIPMENT & NEW PULLBOXES. SUPPORT PANELBOARDS IN UNISTRUT SUPPORTS FLOOR TO CEILING SLAB. 7. SUBMIT SEISMIC CALCULATION & RESTRAINT DESIGN (SIGNED BY A REGISTERED STRUCTURAL ENGINEER) FOR REVIEW BY OWNER. RECEIVED CITY OF TUKWILA JUL 12 2011 PERMIT CENTER cON DATE: 07.07,17 JOB NO: 1617 DRAWN: MA CHECKED: EA 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 0 0 N O U 0 L tr) - SOUTHCENTER WESTFIELD SOUTHCENTER O O 00 N N N LLJ (/) WA 98188 LIS W (f) 17001-10 WA SEATTLE (SOUTH CENTER MALL) REVISIONS REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 8 2017 City of Tukwila BUILDING DIVISION SYMBOLS LIST AND ABBREVIATIONS SHEET NUMBER E0.2 SYMBOLS TYPE DESCRIPTION MANUFACTURER MODEL NO. FINISH WATTS VOLT LAMP REMARKS 8 Al 4" GIMBAL RECESSED POT LIGHT LITHONIA LIGHTING 4iGMB LED MATTE BLACK TO SUIT CEILING 10 120 LED DIMMABLE SEE NOTES. PROVIDE COMPATIBLE DIMMER SWITCH NLIGHT NSP5 PCD ELV 120 OR EQUAL. a A 4" GIMBAL RECESSED POT LIGHT LITHONIA LIGHTING 4iGMW LED MATTE WHITE TO SUIT CEILING 10 120 LED DIMMABLE SEE NOTES. PROVIDE COMPATIBLE DIMMER SWITCH NLIGHT NSP5 PCD ELV 120 OR EQUAL. 0 B1 6" RECESSED POT LIGHT LITHONIA LIGHTING 6iGMB LED MATTE BLACK TO SUIT CEILING 13 120 LED SEE NOTES. PROVIDE COMPATIBLE DIMMER SWITCH NLIGHT NSP5 PCD ELV 120 OR EQUAL. 0 B 6" RECESSED POT LIGHT LITHONIA LIGHTING 6iGMW LED MATTE WHITE TO SUIT CEILING 13 120 LED SEE NOTES. PROVIDE COMPATIBLE DIMMER SWITCH NLIGHT NSP5 PCD ELV 120 OR EQUAL. 20-1 01 TRACK LIGHTING LITELINE COROPORATION ATF7415 BLACK/WHITE 15 120 HIGH POWERED 15W CREE CXA1512 LED. SEE NOTES. PROVIDE COMPATIBLE TRIAL DIMMING LUTRON MAELV-600 OR EQUAL TRACK LITELINE CORPORATION TK6000 SERIES. VERIFY AND COORDINATE LENGTH WITH ARCHITECT. TK6008 - WHITE TK6008 - BLACK LINE LIGHTING SEE LUMINAIRE SCHEDULE NOTES. 1 1 CURRENT LIMITER JUNO LIGHTING GROUP TRAC-MASTER CURRENT LIMITING FEEDS FOR T AND TU SERIES. WHITE/BLACK 0.5 TO 14A 120 LTS SALES AREA (TRACK) SEE LUMINAIRE SCHEDULE NOTES. 0 D KAO FARGO PENDANT LIGHT BARN LIGHT ELECTRIC BLE -CC -FAR BLACK CORD SBK, WIRE CAGE, 975 -GALVANIZED 18 120 GU -24 BI -PIN (MAX 18 WATT PER SOCKET) SEE LUMINAIRE SCHEDULE NOTES. t / E BANTAM ARTESIA PENDANT BARN LIGHT ELECTRIC BLE-C-VWHSI4-PC BLACK CORD CORD, 14"SHADE 975 -GALVANIZED 23 120 GU -24 BI -PIN (MAX 18 WATT PER SOCKET) SEE LUMINAIRE SCHEDULE NOTES. 0 F THE MIG PENDANT BARN LIGHT ELECTRIC BLE-C-MIG-P/CH BLACK CORD SBK, 4" SHADE 875 - GREY 23 120 GU -24 BI -PIN (23W MAX PER SOCKET) SEE LUMINAIRE SCHEDULE NOTES. SG MARITIME SHALLOW BOWL PENDANT BARN LIGHT ELECTRIC BLE-C-YDMI4-PC 975 -GALVANIZED 23 120 GU -24 BI -PIN (23W MAX PER SOCKET) SEE LUMINAIRE SCHEDULE NOTES. Vol H THE ORIGINAL WAREHOUSE PENDANT BARN LIGHT ELECTRIC BLE-C-WHSI6-PC INDUSTRIAL GREY 16"SHADE 18 120 GU -24 BI -PIN (18W MAX PER SOCKET) SEE LUMINAIRE SCHEDULE NOTES. ::: J WALL MOUNTED GOOSENECK LIGHTS BARN LIGHT ELECTRICAL BLE-G-AUSI7-PC 300- DARK GREEN 40 120 LED WITH LED MODULLEECR DRIVER VE SEE LUMINAIRE SCHEDULE NOTES. b K CUSTOM ALUMINUM TROUGH LIGHT WITH LED STRIP LIGHTS (60W DRIVER) KARICE ENTERPRISES (GM LIGHTING) CUSTOM LUSH TROUGH (LTF60-12-010) BY ARCHITECT - 60 - 120 LED STRIP LAMP WITH 60W DRIVER SEE LUMINAIRE SCHEDULE NOTES. 20-1 20-1$ • • 1 180REC L 2'X4' LED FLAT PANEL EDGE LIT SYLVANIA PANELF1A/040UNVD835/24 G/WH WHITE 40 120 LED, 0-10V DIMMING SEE NOTES. PROVIDE COMPATIBLE DIMMER SWITCH LUTRON NTSTV-DV-XX OR EQUAL iEM LE 2'X4' LED FLAT PANEL EDGE LIT SYLVANIA PANELF1A/040UNVD835/24 G/WH/E WHITE 40 120 LED, 0-10V DIMMING SEE NOTES. PROVIDE COMPATIBLE DIMMER SWITCH LUTRON NTSTV-DV-XX OR EQUAL //�� / K2 SELF-CONTAINED, WALL MOUNTED TWIN HEAD EMERGENCY LIGHT WITH INTEGRAL BATTERY BACK UP LITHONIA LIGHITNG ELM2 LED WHITE 3 120 LED SEE LUMINAIRE SCHEDULE NOTES. _ KI SELF-CONTAINED BATTERY SYSTEM, CEILING MOUNTED CONCEALED EMERGENCY LIGHT CONCEALITE 5000 SERIES EMERGENCY LIGHT F5-35-90 WHITE 70 120 HALOGEN LAMP SEE LUMINAIRE SCHEDULE NOTES. REC LIGHT BOX1200 0 0 X SINGLE FACE, RECESSED MOUNTED EDGE -LIT ACRYLIC BLADE EXIT LIGHT WITH 90 MIN. EMERGENCY BACK-UP BATTERY THE EXIT LIGHT COMPANY OR EQUAL ELRT-G OR EQUAL BRUSHED ALUMINUM HOUSING, GREEN LETTER 3 120 LED SEE LUMINAIRE SCHEDULE NOTES. LUMINAIRE SCHEDULE SCALE: NONE LUMINAIRE SCHEDULE NOTES: 1. CONTRACTOR TO COORDINATE AND VERIFY COLOR, TRIM, ACCESSORIES AND OTHER OPTIONS WITH LUSH/ARCHIETCT. 2. LUMINAIRES IN THE SALES SHALL BE PROVIDED BY LUSH AND INSTALLED BY GC UNLESS OTHERWISE NOTED 3. REFER ARCHITECTURAL RCP, FLOOR PLANS & DETAILS FOR MORE INFORMATION. 4. VERIFY COMPATIBILITY OF LAMP SPECIFIED WITH THE LIGHT FIXTURE & BALLAST TYPE PROVIDED BY THE MANUFACTURER/OWNER PRIOR TO BIDDING OR ORDERING. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 5. PROVIDE EXIT/EMERGENCY LUMINAIRE W/ MINIMUM 90 MINUTES EMERGENCY BACK-UP BATTERY. 6. INSTALL ALL LIGHT FIXTURES, LAMP, SUPPORTS, ACCESSORIES, ETC. AS REQUIRED. FLUORESCENT LAMPS SHALL BE ENERGY SAVING TYPE, INCANDESCENT LAMPS SHALL BE EXTENDED SERVICE TYPE. 7. ELECTRICAL CONTRACTOR TO PROVIDE EACH LUMINAIRE POWER FEEDS, CONNECTORS, ACCESSORIES & MISC. HARDWARE. REFER TO EQUIPMENT SUBMITTAL. 8. EXIT AND EMERGENCY LIGHT FIXTURE TYPES AND LOCATIONS ARE SUBJECT TO BUILDING DEPARTMENT AND LANDLORD APPROVAL. 9. ALL LIGHTING FIXTURES, EQUIPMENT, DEVICES, ETC, SHALL BE U.L. LISTED 10. ALL LIGHT FIXTURES, EQUIPMENT, WIRING METHODS, ETC., WITH IN CEILING RETURN AIR PLENUM SHALL COMPLY WITH NEC. SECTION 300-22, AND ANY ADDITIONAL BUILDING DEPARTMENT REQUIREMENT. VERIFY AND COORDINATE ADDITIONAL REQUIREMENT WITH BUILDING DEPARTMENT, TENANT CRITERIA , ARCHITECT AND LANDLORD PRIOR TO BID. 11. PROVIDE DIMMING BALLAST TO ALL FLUORESCENT LUMINAIRE CONTROLLED BY A DIMMER SWITCH. 12. ALL EMERGENCY, EXIT LIGHTING AND NORMAL LIGHTING FIXTURE IN THE STOCK ROOM/BACK OF THE HOUSE AND SUPPORT AREA SHALL BE PROVIDED BY THE CONTRACTOR. 13. VERIFY AND COORDINATE FINISH, COLOR, TRIM AND OTHER OPTIONS WITH ARCHITECT. 3 EXISTING MAIN SWITCHBOARD 1200A, 120/208V,30,4W —1— —/ (N) 400A / 3P LANDLORD SPACE (N) PANEL "LWP" TENANT SPACE NEW 2 -SETS 2-1/2"C - 4#4/0 THHN + 1#3 GND L= ±150'-0" VD=1.5% (N) 400A 3P, MAIN ELECTRICAL SERVICE NOTES A. PRIOR TO BID TENANT IS REQUIRED TO VERIFY THAT THE LANDLORDS EXISTING AVAILABLE ELECTRICAL SERVICE MEETS THE TENANTS TOTAL CONNECTED LOAD. B. TENANT GENERAL CONTRACTOR TO SURVEY ALL EXISTING ELECTRICAL EQUIPMENT AND VERIFY ANY ADDITIONAL WORK TO BE COMPLETED. ANY AND ALL UPGRADES TO EXISTING EQUIPMENT SHALL BE BY GENERAL CONTRACTOR'S EXPENSE. B. PROVIDE SUPPLEMENTAL ELECTRODE AS REQUIRED EXCEPT IF A SINGLE ROD, PIPE OR PLATE GROUNDING ELECTRODE HAS A RESISTANCE TO EARTH OF 25 OHMS OR LESS. C. PROVIDE EACH NEW PANEL BOARD AND CIRCUITS BREAKERS TO MATCH EXISTING INCLUDING AIC/FAULT CURRENT RATING. EACH NEW EQUIPMENT SHALL BE RATED NO LESS THAN 10% MORE OF THE AVAILABLE FAULT CURRENT AT POINT OF CONNECTIONS. C. CONTRACTOR TO REPAIR AND/OR REFURBISH EACH EXISTING EQUIPMENT OR DEVICES TO A "LIKE -NEW" CONDITION ADEQUATE FOR TENANT'S USE AND COMPLIANT WITH BUILDING DESIGN PARAMETERS AND ALL GOVERNMENT REGULATIONS. ALL NEW PANEL SCHEDULES SHALL PROVIDE DETAILS OF AVAILABLE SHORT CIRCUIT CURRENTS OR FAULT CURRENTS AT SERVICE AND SECONDARY PANELS. SHOW THAT INTERRUPTING CURRENTS OF CIRCUIT BREAKERS AND FUSES MATCH WITH THEM AS PER 2014 NEC/2016 CEC ART. 110.9, 110.10, 225.52(B), 230.82(3), 230.205(B), 230.208, 240.12, AND 240.92(C)(1). SINGLE LINE DIAGRAM AND NOTES SCALE: NONE NEW 65KAIC PANEL LWP TYPE SURFACE MOUNTED VOLTAGE 120/208V,3PH, 4W MAIN C.B. SIZE 400A, 3P LOCATION BOH BUS 400A LOCATION WATTAGE LTG REC MIS LCL CIR BKR OA OB OC BKR CIR LCL M_ MIS REC LTG WATTAGE LOCATION OA OB OC OA OB OC LTS SALES AREA (TRACK) 720 40 1 20-1 20-1 2 2 360 REC POS REC POS LTS SALES AREA (TRACK) 360 22 - - - 3 20-1 20-1 4 - 2 - 360 2EM 201222222000050-....".111111 REC POS LTS SALES AREA 540 28 5 ::: 6 2 360 LTS SALES AREA 750 34 4EM 7 20-1 20-1$ 1 180REC SCALE LTS BOH/RESTROOM50012 iEM 20120110 PUMP 9 1 500CIRCULATING REC LIGHT BOX1200 201 20-1 WATER COOLER 1 11 12 1 1000 201 ICE MACHINE REC MOUTH SIGN 1200 1 13 4 13322646482 1 1000 REC GORILLA SIGN 201 20-1 REC FRESH FRIDGE 1200 1 15 16 1 1000 REC STORE SIGN 1200 1 17 201 20-1 18 1 1000 REC LARGE FRIDGE REC SHOW WINDOW 1200 1 12222329975311 201 20-1 20 1 1500 REC MICROWAVE RIM EXIT DEVICE/CHIME 300 - - 1 - 201 22 _ _ 115. - 180 REC RESTROOM TIME CLOCK/CONTROL 201 201 REC MANAGERS 200 1 24 3 540 DESK DOOR BELL SYSTEM 201 201 PRINTERISTOCKRM 300 1 ::.: 26 2 360REC MISC ROOF OUTLET180- CONVENIENCE 1-20128__5_900REC 201 - - _ 30 4 720 REC CONVENIENCE TTB/IT RTU -1 12120- --11020-1 32 - - 2 - 360REC W/CKT#3112120- MECH EF - - - 33 34 1 1950 1 W/CKT#31 12120 35 3 36 1 1725 HAND DRYER - - - - - 37 -50 38 - 1 - - 4500 WATER HEATER 39 �. 40 - - - - 4500 W/ CKT#38 41 3 42 W/ CKT#38 - - - - - - - - - 4500 TOTAL 16290 14660 15260 3760 4890 5345 TOTAL CONN. LOAD = 73705 VA LCL = 8870 VA X 125% = 11087 VA FEEDER AMPS. = 211 AMPS TOTAL FEEDER LOAD: 75922 VA TOTAL FEEDER AMPS: 211 AMPS NOTES Q CIRCUITS TO BE CONTROLLED BY ASTRONOMICAL INTERIOR TIME CLOCK (ITC) AS REQUIRED. � ql RECEIVED CITY OF TUKWILA JUL 12 2017 PER PANEL SCHEDULE AND NOTES SCALE: NONE IT CENTER sviTo 0 cit DATE: 07.07.17 JOB NO: 1617 DRAWN: MA CHECKED: EA 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 –9- 1 0 U V) a) L 1 - SOUTHCENTER WESTFIELD SOUTHCENTER WA 98188 W W 17001-10 WA SEATTLE (SOUTH CENTER MALL) REVISIONS REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 8 2017 SINGLE LINE DIAGRAM AND SCHEDULES SHEET NUMBER E0.3 I K2 C +0.8 +0.7 1.6 +1.4 +7.3 +21 +6.8 +8.8 +6.1 +8.1 +1.3 +1.2 +2.3 +1.9 +2.0 +1.9 1.1 +1.3 +0.6 +0.9 13NVd SA 400 PIPP FIXED SHELVES 42' x 24' PAPP FIXED SHELVES 47x24' PPP FIXED SHELVES 47x24' +11.4 +15.0 L 4 +11.5 MOS:LE ASLE 36' 3 +17.5 +16.4 +14.7 +13.0 - 11.6 +13.8 +14.9 +19.1 +18.5 +17.0 0 3N1HOV1A1 331 0 K2 +2.5 3.7 +2.4 +20.9 +19.4 +16.1 +21.2 +17.3 +17.8 m 73o �G) mm ±7.� 20.0 16.1 PRNTER CADDY (PIPP) 24' x 24' +0.5 +2.2 +3.6 +3.6 +0.7 +3.3 +5.3 +5.2 +3.0 +5.5 +5.4 .23 1.0 +K1 2.7 +2.6 +0.2 +0.5 +0.5 +1.5 +3.0 +2.8 12.9 +4.4 +4.3 +3.0 +3.9 +3.8 +2.9 +3.8 +3.1 +3.6 +4.2 +3.2 +4.4 +5.0 +3.7 +4.7 +5.3 +3.8 +3.2 +4.0 +3.0 ■ +0.6 +3.1 ® Kt1.5 I +0.9 +4.3 +5.9 \ 7 +3.4 +5.0 X0,2 1.3 +2.4 .3 +0.7 40.8 1.4 +2.4 +2.4 '2.8 +4.6 +4.5 +3.4 +5.5 +5.4 +2.0 +4.3 +5.0 ® K1 +0.3 +2.4 +5.0 +0.2 +2.8 +5.4 DEMO CART DEMO CART +3.4 +5.1 +4.5 +4.1 +5.9 +5.3 + K1 �+ + 2.4 4.3 3.6 +0.4 +1.5 +1.7 +1.3 +3.6 +4.1 +2.3 +4.6 +4.8 +2.1 +4.3 +4.7 +4.0 +4.6 +4.2 +4.6 +2.4 +4.5 +4.6 +1.5 +3.7 +3.9 DEMO CART 1.6 +3.5 +4.0 +1.7 +4.2 +4.7 +0.7 '2.9 +3.7 +0.4 +0.8 K1 +3.4 +0.9 +0.2 +5.4 "3.7 +1.3 +0.3 +1.6 +3.8 +5.1 +5.0 +2.1 +1.0 +0.4 +1.6 +3.4 +4.4 +4.1 x® EMERGENCY LIGHTING PHOTOMETRIC CALCULATIONS SCALE: 1/4" =1-0" 2 LWP-9 DSHELVES s41403 PIP? FlKED SHELVES 47 x 24' P:PPEIXED SHELVES 47 x24' LWP-9 LWP-9q OA OLE ISLE 36' WP -9 LWP-9q OA ,K2 jr LWP-9 LWP-9goA SDr ® LWP-9r q 3NIe-0 331 001 HSVM 16 SS311""113 L LWP-9r LWP-9p 08 ® LWP-9r LWP-9q w e LWP-9p LWP-9 ° f©; PRINTER CADDY (RPP) 24' 24' LWP-1 u u u u u u u LWP-5c OA OA LWP-5c oLWP-5c c oLWP-5c oLWP-5c LWP-5c O A LWP-5c OA 0 7 0 LWP 5d LWP-5 K1 LWP 5c LW ' -5c °B 5d 0O LWP 5d LW,.P 5h LWP-1 OA OA LWP-5c LWP-5c • D 4 c1 LWP- b�, K1� LWP-5 OA oA LWP-5c LWP-5c O Al LWP-5c O Al LWP-5c WP -7 LWP-7 LWP-1 a 0LWP-5d 61 LWP-5d 0 B1 LWP-5d 0 81 1 ■to LWP-5d 0 B1 LWP-5d 0 B1 LWP-5d 0 81 u Nis C1 LWP-5g K® 1 �u L P -5g C1 81 0 LJ' Al WP -7o ® K1 LWP-7 0 0 P- 0 o Al LWP-7o ®A1 WP -7o 0 LW -7n 0 0 O Al LWP-7o ®A1 LWP-7o DEMO CART LWP-7 O Al O �1 ®K1 LWP-7o LWP-7o LLWP-7 C1 O Al LWP-7o 1 -WP -7 B1 ® Al LWP-7o LWP-7n 0 B1 LWP-7n 0 B1 LWP-7n 0 81 LWP-7n 0 81 i. • O Al Al A L P -7o WP -7o LWP-7o 1 I x LWP-7 LIGHTING PLAN SCALE: 1/4" =1'-0" GENERAL NOTES A. VERIFY LOCATION OF EACH LUMINAIRE BEFORE ROUGH -IN. VERIFY REQUIREMENTS OF EACH PIECE OF EQUIPMENT. FURNISH AND INSTALL AS REQUIRED. B. CONTRACTOR MUST COORDINATE ALL ELECTRICAL WORK SHOWN ON THE PLAN WITH ARCHITECT. NOTIFY THE ARCHITECT OF ANY COORDINATION ISSUES ENCOUNTERED PRIOR TO START OF THE WORK C. ALL RACEWAY EXPOSED WIDELY TO DIFFERENT TEMPERATURES SHALL BE PROVIDED EXPANSION FITTINGS AND BE SEALED TO PREVENT CIRCULATION OF WARM TO COLD AIR. (SECTION 300-7 (A) & (B) ) D. PROVIDE AND INSTALL ALL J -HOOKS, CONDUITS OR OTHER REQUIRED EQUIPMENT REQUIRED BY DATA CABLING CONTRACTOR. OBTAIN THESE REQUIREMENTS BEFORE SUBMITTING THE BID. E. REVIEW AND IMPLEMENT LANDLORD DESIGN CRITERIA REQUIREMENT AND SPECIFICATIONS. F. ALL ELECTRICAL CIRCUIT WIRING SHALL BE PROVIDED WITH GROUND WIRE. G. ALL WIRING SHALL BE IN CONDUIT E.M.T. OR RIGID. FLEXIBLE CONDUIT MAY ONLY BE USED FOR FINAL CONNECTIONS FROM OUTLET BOXES TO LIGHT FIXTURES, MOTORS, APPLIANCES, ETC. MAXIMUM LENGTH 6 FEET. NO BX, ROMEX, ARMORED CABLE ETC. ALLOWED. H. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL REQUIREMENT AND INFORMATION. I. LUMINAIRE INSTALLED OUTDOOR SHALL BE WEATHERPROOF AND UL LISTED FOR INSTALLATION IN DAMP AND WET LOCATION. J. PROVIDE CURRENT LIMITER TO EACH TRACK LIGHTING TO LIMIT THE TOTAL PROPOSED CONNECTED WATTS AS INDICATED IN THE LIGHTING COMPLIANCE CERTIFICATE AS REQUIRED. K. PROVIDE BLACK FACE PLATE OUTLET AT SALES AREA AND WHITE FACE PLATE AT STOCKROOM. REFERENCE NOTES: ri-) SWITCHES TO BE MOUNTED A MAXIMUM OF 46" AFF TO CENTERLINE. ARRANGE SWITCHES IN \--:J TWO ROWS OF GANGED BOXES AS REQUIRED. COORDINATE SWITCH LOCATIONS WITH THE ARCHITECT PRIOR TO INSTALLATION. REFER TO ARCHITECTURAL SHEETS FOR MORE 6--) DIMMER SWITCH BANK CONFIGURATION : LWP-7 : SWITCH "n" AND "o" CONTRACTOR TO MATCH DIMMER TYPE WITH THE TRANSFORMER ATTACHED TO THE EACH LUMINAIRES. PROVIDE IDENTIFICATION TAG ON EACH SWITCH. DIMMER SWITCHES SHOULD ALLOW MANUAL ON AND OFF FUNCTIONALITY, AND ARE CAPABLE OF MANUALLY CONTROLLING LIGHTING THROUGH ALL LIGHTING CONTROL STEPS AS REQUIRED. 0 STANDARD ON/OFF SWITCH BACK CONFIGURATION: PROVIDE IDENTIFICATION TAG ON EACH SWITCH. 0 PROVIDE UNCONTROLLED HOT WIRE TO EACH EMERGENCY AND EXIT LIGHTING AS REQUIRED. ® TIME CLOCK AND LIGHTING CONTACTOR CABINET: PROVIDE INTERLOCK WIRING FROM OVERRIDE SWITCH TO TIME CLOCK CONTROLLER. PROVIDE MIN. 2 HR OVERRIDE SWITCH. VERIFY AND COORDINATE EXACT LOCATION WITH OWNER/ARCHITECT. PROVIDE CONNECTION TO DIMMER SWITCH BANK AND INTERNAL TIME CLOCK / LIGHTING CONTACTOR CABINET. 0 PROVIDE CONNECTION TO STANDARD ON/OFF SWITCH BANK AND INTERNAL TIME CLOCK / LIGHTING CONTACTOR CABINET. ROVIDE INLINE 6A CURRENT LIMITER AND SHALL BE COMPATIBLE WITH LITELINE TRACK. CURRENT LIMITER SHALL BE BY JUNO, HALO OR EQUAL. 10 PROVIDE INLINE 3A CURRENT LIMITER AND SHALL BE COMPATIBLE WITH LITELINE TRACK. CURRENT LIMITER SHALL BE BY JUNO, HALO OR EQUAL. 8 VERIFY AND COORDINATE EXACT LOCATION AND REQUIREMENT WITH MECHANICAL DRAWINGS. PROVIDE OCCUPANCY SENSOR SWITCH TO DIM THE CORRIDOR LIGHTS TO 40-80% WHEN UNOCCUPIED AND ACTIVATE FROM ALL DESIGNED PATH OF TRAVEL. ITC TO SHUT OFF WHEN TYPICALLY UNOCCUPIED. STATISTICS Description Symbol Avg Max Min Max/Min Avg/Min RECEIVED CITY OF TUKWILA JUL 12 2011 PERMIT CENTER DATE: 07.07.17 JOB NO: 1617 DRAWN: MA CHECKED: EA 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 0 LLJ 73 ET_ 0 2800 SOUTHCENTER LLJ WA 98188 LLJ 17001-10 WA SEATTLE (SOUTH CENTER MALL) REVISIONS REVIEVVE0 FOR CODE COMPLIANCE APPROVED caty 3f Tukwila BUILDING DIVIION LIGHTING PLAN AND EMERG PHOTO CALC SHEET NUMBER E2.1 CO EXPIRATION DATE:O WP LWP-27 LI- LWP-34 LWP-31 &33&35 ELECTRICAL ROOF PLAN SCALE: 1/4" =1'-0" 1 LWP-32 14 Si 02 PPP FIXED SHELVES 42' x 24' LWP-30 LWP-21 LWP-30 1.19 1.15' LV P 0 PIPP FIXED SHELVES 42'x24' MOBILE AISLE LWP-10 LWP-38&40&42 L1VP-12 L'NP-18 L'NP-20 LWP-22 LWP-36 8 LWP-26 + LWP-8 1111111111 1111111111 %o LWP-28 • DEMO CART DEMO CART v LW 5' DEMO CART DEMO CART 1 - FL LWP-28 (TIE) LWP-28 V. LWP-13 LWP-16 Bei LWP- 3 LW '1 -54' +1 -28 - LWP-28 +28" POWER PLAN SCALE: 1/4" = 1'-0" 1 GENERAL NOTES: A. VERIFY LOCATION OF ALL OUTLETS BEFORE ROUGH -IN. VERIFY REQUIREMENT OF EACH PIECE OF EQUIPMENT. FURNISH AND INSTALL AS REQUIRED. B. SEE MECHANICAL DRAWINGS FOR HVAC CONTROL REQUIREMENT. FURNISH AND INSTALL AS REQUIRED. C. GENERAL CONTRACTOR MUST COORDINATE ALL ELECTRICAL WORK SHOWN ON THE PLAN WITH ARCHITECT. NOTIFY THE ARCHITECT OF ANY COORDINATION ISSUES ENCOUNTERED PRIOR TO START OF THE WORK D. ALL RACEWAY EXPOSED WIDELY TO DIFFERENT TEMPERATURES SHALL BE PROVIDED EXPANSION FITTINGS AND BE SEALED TO PREVENT CIRCULATION OF WARM TO COLD AIR. (SECTION 300-7 (A) & (B) ) E. ALL REQUIREMENTS FOR BASEMENT BELOW CORE DRILLING MUST BE VERIFIED WITH LANDLORD'S CONSTRUCTION MANAGER. NO WORK SHALL BE ACCEPTED PRIOR TO LANDLORD'S ACKNOWLEDGMENT AND APPROVAL. F. NO PIPING, DUCTS OR EQUIPMENT FOREIGN TO ELECTRICAL EQUIPMENT SHALL BE PERMITTED TO BE LOCATED WITHIN THE DEDICATED SPACE ABOVE THE ELECTRICAL EQUIPMENT. KEEP 3 FEET CLEARANCE IN FRONT OF ELECTRICAL PANELBOARD AND EQUIPMENT. G. ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL J -HOOKS, CONDUITS OR OTHER REQUIRED EQUIPMENT REQUIRED BY LOW VOLTAGE CONTRACTOR. OBTAIN THESE REQUIREMENT BEFORE SUBMITTING THE BID. H. REVIEW MALL TENANT DESIGN CRITERIA MANUAL & SPECIFICATIONS. FURNISH & INSTALL ALL WORK TO BE DONE BY THE TENANT. I. ALL ELECTRICAL CIRCUIT WIRING SHALL BE PROVIDED WITH GROUND WIRE. J. ALL WIRING SHALL BE IN CONDUIT E.M.T. OR RIGID. FLEXIBLE CONDUIT MAY ONLY BE USED FOR FINAL CONNECTIONS FROM OUTLET BOXES TO LIGHT FIXTURES, MOTORS, APPLIANCES, ETC. MAXIMUM LENGTH 6 FEET. NO BX, ROMEX, ARMORED CABLE ETC. ALLOWED. K. ALL EQUIPMENT AND DEVICES OUTDOOR SHALL BE WEATHERPROOF. L. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL REQUIREMENT AND INFORMATION. M. LUMINAIRE INSTALLED OUTDOOR SHALL BE WEATHERPROOF AND UL LISTED FOR INSTALLATION IN DAMP AND WET LOCATION. N. PROVIDE FACE PLATE OF EACH OUTLET TO MATCH THE COLOR OF FINISH WALL WHERE IT IS BEING INSTALLED. 0. TENANT MUST USE LANDLORD APPROVED FIRE ALARM CONTRACTOR FOR INSTALLATION OF NEW FIRE ALARM SYSTEM. REFERENCE NOTES: O POWER FOR POS SHALL BE WITH GROUND AND ORANGE RECEPTACLES. REFER TO ARCHITECTURAL ELEVATION DRAWING FOR MOUNTING DETAIL AND EXACT LOCATION. O TELEPHONE & COMPUTER DATA LINE. PROVIDE 1" CONDUIT FOR DATA CABLING WITH CAT 5 AND ROUTE BACK TO TELEPHONE BACKBOARD . VERIFY QUANTITY WITH DATA LINE CONTRACTOR. REFER TO ARCHITECTURAL ELEVATION DRAWING FOR MOUNTING DETAIL. • PROVIDE CEILING MOUNTED RECEPTACLE FOR SHOW WINDOW. RECEPTACLES SHALL BE CONTROLLED BY THE LIGHTING CONTROL PANEL. SHOW WINDOW RECEPTACLES SHALL BE PER NEC 210-62. O ROUTE 1"C TO NEAREST FULL HEIGHT WALL, UP IN WALL, AND TO TELEPHONE BACKBOARD. O ROUTE 1"C TO NEAREST FULL HEIGHT WALL, UP IN WALL, AND TO PANEL-"LWP". O PROVIDE CEILING MOUNTED OUTLET FOR LIGHT BOX WITH 2 DATA OUTLET. VERIFY AND COORDINATE EXACT LOCATION WITH ARCHITECTURAL DRAWING. • PROVIDE 2"CONDUIT AND EXTEND TO MAIN TERMINAL BOARD/TELEPHONE COMPANY POINT OF CONNECTION. CONTACT LOCAL TELEPHONE COMPANY FOR SERVICES AND COMPLY WITH LOCAL REQUIREMENTS. FIELD VERIFY ROUTE FOR TELEPHONE CONDUIT TO MALL TELEPHONE CLOSET WITH LANDLORD'S MALL FACILITY DIRECTOR. • PROVIDE 60AS, 50AF, 3P DISC. SW. NEMA 3R ENCLOSURE (ELECTRIC WATER HEATER). VERIFY AND COORDINATE EXACT LOCATION WITH PLUMBING DRAWING. PROVIDE 1"C - 3#6 +1#10 GND. • PROVIDE 3/4"C-2#16 SPEAKER WIRES & RUN TO AUDIO TERMINAL EQUIPMENT. CONTRACTOR SHALL VERIFY THE AUDIO SYSTEM REQUIREMENTS WITH THE ARCHITECT/OWNER PRIOR TO BID. REFER TO ARCHITECTURAL PLAN FOR EXACT LOCATIONS. COORDINATE WITH LANDLORD SPEAKER MOUNTING AND SOUND LEVEL REQUIREMENT. 10 WALL MOUNTED GORILLA SIGNAGE. PROVIDE 10" X 10" RECESSED J -BOX FOR POWER AND TRANSFORMER @ 8'-6" AFF. REFER TO ARCHITECTURAL DRAWING FOR DETAILS. 11 CEILING MOUNTED HEADCOUNT SENSOR. CONTRACTOR SHALL PROVIDE 2 -CAT 5E CABLE WITH 15' AT DEVICE & 5' 12 LOOP AT BACK -BOARD. VERIFY WITH LOW VOLTAGE CONTRACTOR/ARCHITECT. PROVIDE NEW TELEPHONE TERMINAL BOARD. PROVIDE 3/4"C-1#6 GRD. AND BOND TO COMMUNICATION BOARD. 13 POWER AND DATA PULLED TO EACH POS STATION FROM FLOOR OUTLET. REFER TO ARCHITECTURAL SHEET A-402 FOR TYPICAL CASHWRAP WIRING DIAGRAM AND DETAILS. 14 PROVIDE J -BOX IN ACCESSIBLE LOCATION AND CONNECT TO STORE SIGN (MALL STANDARD ID SIGN) PER CODE. VERIFY EXACT LOCATION AND REQUIREMENT WITH THE ARCHITECT AND SIGN CONTRACTOR. PROVIDE DEDICATED NEUTRAL AND GROUND FOR ALL SIGNS. PROVIDE SIGN DISCONNECTING MEANS AND CONNECTION TO EXTERIOR TIME CLOCK. 15 NOT USED. 16 PROVIDE POWER FOR RIM EXIT DEVICE AND STRIKE. VERIFY EXACT LOCATION AND POWER REQUIREMENT WITH EQUIPMENT SUBMITTAL AND ARCHITECTURAL DRAWING. 17 DOOR BELL SYSTEM, PROVIDE PUSH BUTTON AND CONNECT TO CHIME. VERIFY AND COORDINATE EXACT LOCATION WITH OWNER/ARCHITECT. 1s VERIFY AND COORDINATE EXACT LOCATION WITH MECHANICAL DRAWINGS. 19 PROVIDE WP 200AS, 125AF, 3P DISC. SW. VERIFY AND COORDINATE EXACT LOCATION WITH EQUIPMENT SUBMUTTAL. USE 1-1/2"C - 3#1 +1#6 GND. RECEIVED CITY OF TUKWILA JUL 12 2017 p '. ?��- PERMIT CENT y043 DATE: 07.07.17 JOB NO: 1617 DRAWN: MA CHECKED: EA 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 a) E Ch 0 w j W I U D EO Z W T D J LLJ (/) 0) L w O O 00 N 00 00 N- 00 LILT D LLI w 17001-10 WA SEATTLE (SOUTH CENTER MALL) REVISIONS CO W 1- z 0 1- 0 w REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 8 2017 City of Tukwila BUILDING DIVISION POWER & ELECTRICAL ROOF PLAN SHEET NUMBER E3.1 #12 AWG CLASS 1 WIRING� Yl" H1LT1"QW1K-BOLT" WITH 2" EMBEDMENT OR EQUAL. GENERAL NOTES: LWP-23 A. TIME CLOCK SHALL BE CERTIFIED AS REQUIRED BY THE STATE ENERGY CODE. B. REFER TO MANUFACTURER'S MANUAL FOR EXACT WIRING REQUIREMENTS, C. REFER TO PANEL SCHEDULE FOR LIGHTING LOAD. ,:-r.•�� ':.:, ' •' :: :":`* • ;.; .;.r•• .:,:;-.::. :4, -'�' 4" x 2" xYa" CHANNEL CLIP TIE WIRE H N 30 AUTO TIME SWITCH D. TIME CLOCK SHALL BE 365 -DAY PROGRAMMABLE WITH 10 HOUR BATTERY BACK-UP. REFERENCE NOTES: (TYPICAL) Irl/ ,*" #12 GAUGE HANGER WIRE TIED TO LIGHTING FIXTURE WIRE SUPPORT HOLES, FASTEN TO BLDG. STRUCTURE PROVIDE MINIMUM (4) WIRE PER FIXTURE. m BLACK WHITE °ID T/C: AUTO TIME SWITCH 365 DAYS PROGRAMMABLE SHALL BE ET -90000 SERIES "INTERMATIC" OR _ — I Hi BLACK LOAD SIN T -BAR SUPPORT WIRE BY CEILING CONTRACTOR(TYP.) CD GREEN 7 LIGHTING CONTACTOR ° EQUAL, C: LIGHTING CONTACTOR, 120V COIL, 30A, POLE: NO, OF POLE AS REQUIRED LIGHTING CONTACTOR WSX PDT GND — DESCRIPTION: SENSOR SWITCH ON/OFF SWITCH WITH BUILT IN DUAL TECH OCCUPANCY SENSOR REQUIRES 120VAC/277VAC OPERATION DETAILS: 1. OCCUPANCY SENSOR PROVIDES AUTOMATIC ON/OFF OF LIGHTS BASED ON ROOM OCCUPANCY. (USE DEFAULT TIME DELAY FOR OCCUPANCY SENSOR). 2. WSX PDT LINE VOLTAGE SWITCH PROVIDES MANUAL OVERRIDE OF THE LIGHTS AND EXHAUST FAN: ON/OFF. T/C I ° SHALL BE SQUARE D OR EQUAL, ° 1 0 SEE PANEL SCHEDULE FOR ° CIRCUIT & No. OF �� TOFIXTURE. LIGHTINGREFER FASTEN FIXTURE TO T -BAR / WITH METAL SCREWS TWOPROVIDE PER SIDE 40074211M./ / triji.1...-- (4) T -BAR HOLD DOWN CLIPS PER FIXTURE ° POLES TO LIGHTING PLAN $OS I �, NOTE: MAIN RUNNER T -BAR • 11 (HEAVY DUTY) CONTRACTOR SHALL USE A DRILL TO INSTALL WIRE SUPPORT INSTEAD OF USING SHOOTING METHODS TO DRIVE LIGHT FIXTURE ANCHORAGE INTO EXISTING CONCRETE STRUCTURE. NEW (0-2 HRS OVERRIDE) LABELED "LIGHTING OVERRIDE SWITCH". REFER TO LIGHTING PLAN "o' TO EMERGENCY LIGHT AND/OR EXIT FOR LOCATION a SIGN (SEE LIGHTING PLAN) WALL MOUNT OCC SENSOR FOR RESTROOM NTS 7 RECESSED FLUOR. FIXTURE SEISMIC MOUNTING DETAILNTS 6 SCHEMATIC TIME CLOCK CONTROL DIAGRAM NTS 1 REFERENCE NOTES: LEGENDS. 0 P-1 REFERENCE NOTES: FOR EXACT LOCATIONS OF WIRING DEVICES, SEE A -SERIES DRAWINGS © © A A • © OFLOOR & WALL ASSEMBLY - MIN. 311 IN. THICK REINFORCED LIGHTWEIGHT ON NORMAL WEIGHT (100-150 PCF) CONCRETE. WALL MAY ALSO BE CONSTRUCTED ON © ANY UL CLASSIFIED CONCRETE BLOCKS. MAX OF OPENING IS 300 SQ IN WITH MAX DIMENSION OF301N. O THROUGH PENETRANTS - A MAX OF FIVE CONDUITS IN. Y NBETWEENACE CONDUITS TO MAX THE SPACE BETWEEN ING SHALL BE MIN aEN CONDUITS OR ©A * • 0PROVIDE CONNECTION TO CONTROL (SINGLE OR BI -LEVEL SWITCH, P PANEL DESIGNATION DIMMER SWITCH BANK) AND AS NOTED ON THE LIGHTING PLAN. © 4PPIIPPIII!I! ` 'v •: •+ .. ' • `•',ll WALLASSEMBLY. CONDUITNOM4IN. DIA. (ORSMALLER) ELECTRICAL METALLIC TUBING OR NOM 6 IN. __41) ADDITIONALINFORMATION. P1a P1a 3 NUMBER OF TRICK MARKS REPRESENT ONE COMMON WIRE PLUS O SWITCH LEG ��a" AND SWITCH LEG ��b� © B B ®DENOTES PANELAND CIRCUIT NUMBER. PROVIDE CONNECTION BETWEEN0 LUMINAIRE CONNECTED ON THE SAME CIRCUIT. P -1b P -1b 05 REFER TO SYMBOLS LIST ON SHEET E0.1 FOR NAMING DESCRIPTION. EACH LIGHTING CIRCUIT SHALL BE CONNECTED TO TIME CLOCK/LIGHTING CONTROL OR BUILDING MANAGEMENT SYSTEM AS REQUIRED. P1a;u; B 0 P-1 0 b 0 48" MAX *w3 ' 34" I � ; t "$ #. U 4' h' MAX " .` .• ;'t rry C -`r (OR r �� •.� 1, SMALLER) RIGID STEEL CONDUIT. •.4..•'r :::.;•••:; r.+• ti © O © UL# C -AJ -8007 SYSTEM N0, C AJ 8007 F RATINGS 2 AND 3 HR 03 FORMS -(NOT SHOWN) FORMS TO BE RIGID SHEET MATERIAL, CUT IT FIT THE CONDUCTOR OF THE PENETRATING ITEM AND FASTENED , - — - MAX - — X,� - z�� t 4�� 7`r ,� � MIN r�. *r �, SECTION A A FORMS O BE RETO THE IDE OF MOVVED FLOOR AFTEROR BOTH FILL MTEIDES RIAL HOAS ALL. CURED. 10" `'� 30" 30" 24" NELSON FIRESTOP PRODUCTS - TYPE CMP MORTAR OR EQUAL 0 FILL VOID OR CAVITY MATERIAL WRAP MATERIAL - SINGLE LAYER OF A CERAMIC FIBER INSULATION MAX '� '� MAX HIGH AND LOW SIDE REACH LIMITS MAX 1 MAXH, MAXIMUM SIDE REACH OVER OBSTRUCTION * ELECTRICAL LIGHT SWITCH OR RECEPTACLE LOCATION. INSTALL PER ADA STANDARD COVERED ON INSTALLATION TO COMPLY WITH MANUFACTURER'S INSTRUCTIONS. BOTH SURFACES WITH A FOIL FACING. THE WRAP MATERIAL SHALL EXTEND A MIN. OF 6 IN. BEYOND BOTH SURFACES OF THE ASSEMBLY AND SHALL BE SECURED TOGETHER WITH MIN. NO.12AWG STEEL WIRE FILL VOID OR CAVITY MATERIAL MORTAR. OFILL MATERIAL APPLIED WITHIN THE ANNULUS, FLUSH WITH TOP SURFACE OF FLOOR OR WITH BOTH SURFACES OF WALL, SCHEMATIC LIGHTING CIRCUIT CONNECTIONS NTS ACCESSIBLE REACH LIMITS NTS 1 5 FIRE PENETRATION ASSEMBLY CONCRETE WALL/FLOOR NTS 2 O6 TO TELEPHONE BOX RECTORSEAL-METACAULK 950 OR EQUAL P-1 ® © P-3,5 ® O ACCESSIBLE CEILING SPACE REFERENCE NOTES: INSTALLATION TO COMPLY WITH MANUFACTURER'S INSTRUCTIONS O WALL ASSEMBLY - THE FIRE RATED GYPSUM WALBOARD/STUD WALL ASSEMBLY O ® (2 it) (14 41) TELEPHONE OR DATA OCHANNEL f___A____, O STUDS - WALL FRAMING WOOD STUDS OR STEEL STUDS. O GYPSUM WALLYOPSUM - ARM, ONE LAYER OF NOM % IN. THICK ©4 e P-1 Its P-1 P-1 P-3 (Ii P-3 P-3 I a (TYPICAL) Ol P-5 P-5 P-3 REFERENCE NOTES: LEGENDS.0 CONDUIT TO BE SUPPORTED ON BOTH SIDES OF WALL O3 O ;•^— r ASSEMBLY. THE ANNULAR SPACE BETWEEN THE THROUGH - PENETRANT AND THE PERIPHERY OF THE UL# W L 1074 SYSTEM NO. W L 1074 F RATINGS 1 HR OPENING SHALL BE MIN, 0 IN. TO MAXY4 IN. THE USED: ONNG UITES OF CONDUITS OR TUBING MAY BE USED: CONDUIT NOM 6 IN. DIAD (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING OR STEEL CONDUIT. O1 PROVIDE CONNECTION TO EACH RECEPTACLE OUTLET WITH THE SAME P DENOTES PANEL BOARD DESIGNATION DESIGNATION. 3/4"C 2#12 + 1#12 GND MINIMUM OR AS NOTED ON THE PLAN. 1-3-5 DENOTES CIRCUIT NUMBER O DUPLEX RECEPTACLE OR AS SHOWN ON PLAN,....2_1".:L__ O3 CIRCUIT HOMERUN. 3/4"C-2#12 + 1#12 GND MINIMUM. 0 INDICATES PANELAND CIRCUIT HOMERUN DESIGNATION, O INDICATES 3/4C-4#12 + 1#12 GND MINIMUM. (2 HOT WIRE + 2 NEUTRAL WIRE + 1 GROUND WIRE). ©REFER TO SYMBOLS LIST ON SHEET E0.1 FOR DESCRIPTION OF NAMING DESCRIPTION. 4" x 4"SQUARE BOX SIGNAL OUTLET �*- O SECTION 4" A 0 FILL VOID OR CAVITY MATERIAL - CAULK - FILL MATERIAL TO BE FORCED INTO THE ANNULUS TO MAXIMUM EXTENT POSSIBLE. ADDITIONAL FILL MATERIAL TO BE INSTALLED -A SUCH THAT A MIN.Y2 IN. CROWN IS FORMED AROUND THE \ V FINISHED FLOOR PENETRATING ITEM AND LAPPING Y4 IN. BEYOND THE PERIPHERY OF THE OPENING. RECEIVED CITY OF TUKWILA JUL 12 2011 TYP TEL & DATA SIGNAL OUTLET NTS FIRE PENETRATION GYPSUM WALL ASSEMBLY PERMIT CENTER 3 SCHEMATIC POWER CIRCUIT CONNECTIONS NTS t1` qi DATE: 07.07.17 JOB NO: 1617 DRAWN: MA CHECKED: EA 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 OBJ Uza 00 w 00 a) 0 LlifX 00 N �,Z �a � w c ET._ oocn� wN �w' CO 4 w 1- 0 X 17001-10 WA SEATTLE -(SOUTH CENTER MALL) w REVISIONS REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 8 2017 City of Tukwila BUILDING DIVISION DRAWING DETAILS SHEET NUMBER E4.1 GENERAL NOTES: A. TENANT SHALL PROVIDE ALL ELECTRICAL WORK, EQUIPMENT, ELECTRICAL AND LIGHTING FIXTURES AND SERVICES FOR PREMISES. B. REFER TO SERVICE AND EQUIPMENT DIAGRAMS. NO PORTION OF THE TENANT'S ELECTRICAL SYSTEM SHALL BE AFFIXED TO THE EXTERIOR WALLS OR ABOVE ROOFLINE. ALL SERVICE EQUIPMENT SHALL BE IDENTIFIED WITH ENGRAVED LAMINATE NAMEPLATE. C. ALL PANELS ARE TO BE UL -LABELED. ALL CIRCUIT BREAKERS SHALL BE BOLTED TYPE, THERMAL MAGNETIC BREAKERS. TENANT'S CIRCUITING SHALL BE ARRANGED TO PRESENT, AS NEARLY AS POSSIBLE, AN EVENLY BALANCED LOAD ON ALL PHASES. THE NEUTRAL BUS IN ALL PANELS IS TO BE ISOLATED FROM A GROUNDING BUS. D. PANELS SHALL BE EQUAL TO SQUARE D TYPE NEHB. PANEL BUS SHALL BE SUITED TO ITS PROTECTION AS WELL AS ADEQUATE FOR THE DESIGN LOAD PLUS A MINIMUM OF 15% SPARE. MULTI -POLE LOADS SHALL BE PROTECTED BY MULTI -POLE CIRCUIT BREAKERS HAVING COMMON TRIP AND SINGLE HANDLE. HANDLE TIES AND TROUGH CLIPS OR PINS ARE UNACCEPTABLE. E. ALL ELECTRICAL SUBCONTRACTORS (EC) MUST GO THROUGH LANDLORD SECURITY FOR ACCESS TO THE ELECTRICAL ROOMS. EC IS RESPONSIBLE TO REPLACE PANEL COVERS AFTER USE AND KEEP PANEL SCHEDULE CURRENT, NEAT AND ACCURATE. F. A 48 HOUR NOTICE TO THE LANDLORD IS REQUIRED OF A POWER SHUT DOWN, DUE TO THE NEED TO RESET SOME EQUIPMENT, EVEN IF WORK IS TO OCCUR AFTER-HOURS. G. BY ACCEPTING AND SIGNING CONTRACTOR AGREES THAT ALL ELECTRICAL SUBCONTRACTORS WILL BE FAMILIAR WITH AND UNDERSTAND ELECTRICAL SAFETY PROGRAM. H. TENANT SHALL PROVIDE EMERGENCY POWER, EMERGENCY BATTERY LIGHTING AND EXIT SIGNS WITHIN ITS PREMISES AS REQUIRED BY CODE. ELEC-TRICAL CONDUIT SHALL BE SEPARATED AT LEAST 3 INCHES FROM WATER LINES. TYPE MC AND AC CABLE SHALL NOT BE ALLOWED. I. ALL TRANSFORMERS SHALL BE THREE-PHASE. SINGLE PHASE TRANSFORMERS ARE NOT ALLOWED. 15 KVA AND SMALLER SHALL BE WALL -MOUNTED ABOVE THE PANEL BOARD. TRANSFORMERS SHALL HAVE CLASS H INSULATION, WITH MULTIPLE TAPS ABOVE THE RATED VOLTAGE. J. DEMAND LOAD SHALL NOT BE GREATER THAN 80% OF THE TRANSFORMER RATING. THE CONNECTED LOADS SHALL BE BALANCED SO THAT A VARIATION OF AMPERAGE AMONG THE PHASES OF LESS THAN 10% IS PRESENT. K. ALL FLOOR MOUNTED TRANSFORMERS ARE REQUIRED TO BE INSTALLED WITH A VIBRATION ISOLATION PAD UNDERNEATH. L. MOTORS SHALL BE DESIGNATED TO LATEST NEMA STANDARDS. MOTORS RATED 1/2 HP AND LARGER SHALL BE 480 VOLT, THREE PHASE. MOTORS RATED LESS THAN 1/2 HP SHALL BE 120 VOLT SINGLE PHASE ONLY. M. MANUAL MOTOR STARTERS WITH OVERLOAD PROTECTION MAY BE USED FOR FRACTIONAL HORSEPOWER MOTORS. SINGLE-PHASE STARTERS SHALL BE SQUARE D OR EQUAL. THREE-PHASE STARTERS SHALL BE MAGNETIC PROVIDED WITH OVERLOAD RELAY IN EACH PHASE. COMBINATION STARTERS, WHEN USED, SHALL CONTAIN FUSIBLE SWITCHES. N. REDUCED VOLTAGE STARTERS SHALL BE USED ON ALL MOTORS LARGER THE 50 HP. 0. PROVIDE NEMA 1 ENCLOSURES FOR INTERIOR LOCATIONS AND NEMA 3R ENCLOSURES WITH RAIN -TIGHT HUBS FOR EXTERIOR LOCATIONS. A LINE VOLTAGE, HORSEPOWER- RATED DISCONNECT SWITCH SHALL BE INSTALLED ADJACENT TO EACH MOTOR. P. DISTRIBUTION FEEDERS AND SUBFEEDERS SHALL BE SOFT DRAWN ANNEALED COPPER. ALUMINUM CONDUCTORS ARE NOT ALLOWED. MAXIMUM WIRE SIZE SHALL BE 500 MCM COPPER. MINIMUM WIRE SIZE SHALL BE #12 AWG FOR LIGHTING AND POWER. INSULATION SHALL BE THW OR THHN/THWN. Q. TENANT ELECTRICAL FEEDERS SHALL BE SIZED FOR NO MORE THAN TWO PERCENT (2%) VOLTAGE DROP AT THE CALCULATED DESIGN DEMAND. LONG FEEDER RUNS MAY REQUIRE LARGER CONDUCTORS THAN SIZING BASED ON CAPACITY ALONE WOULD INDICATE DUE TO THE VOLTAGE DROP. R. ALL CONDUCTORS SHALL BE COLOR -CODED. COLOR -CODE SHALL IDENTIFY THE SAME PHASE THROUGHOUT THE SYSTEM, FROM SERVICE SWITCH OR TRANSFORMER THROUGH ALL BRANCH CIRCUITRY. ALL WIRING SHALL BE COLOR CODED AS FOLLOWS: 208/120 VOLT SYSTEMS 480/277 VOLT SYSTEM PHASE A- BLACK PHASE A - BROWN PHASE B - RED PHASE B - ORANGE PHASE C - BLUE PHASE C - YELLOW NEUTRAL - WHITE NEUTRAL - WHITE WITH TRACER OR GRAY } COMcheck Energy Software Version 4.0.6.0 e c t I o n ChecklistInterior Code: 2015 IECC en o Lin , g PAs Es COMcheck Software Version 4.0.6.0 Interior Lighting Compliance Certificate Lighting Compliance Statement Compliance Statement: The proposed interior lighting alteration project represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed interior lighting systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.0.6.0 and to comply with any applicable mandatory requirements listed in the Inspecti Checklist. e U 9-15/24(4- - !Energy Project Information Code: 2015 IECC Project Title: LUSH FRESH HOME MADE COSMETICS Project Type: Alteration Construction Site: Owner/Agent: Designer/Contractor: WESTFIELD - SOUTH CENTER 2800 SOUTH CENTER MALL SPACE 640 SEATTLE, WA 98188 Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts 1 ft2 (B X C) Requirements: 0.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Name -Title Signature Date Section # & 'Req.ID' Plan Review. Complies? Comments/Assumptions C103.2 'Plans, specifications, and/or ■Complies [PR4]1 ;calculations provide all information ■Does Not ;with which compliance can be ■Not Observable (determined for the interior lighting ■Not Applicable ;and electrical systems and equipment pP land document where exceptions to ;the standard are claimed. Information provided should include interior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. Additional Comments/Assumptions: 1-Retail:Sales Area 1595 1.59 2536 2 -Common Space Types:Storage 237 0.63 149 3 -Common Space Types:Restrooms 52 0.98 51 4 -Common Space Types:Corridor/Transition <8 ft wide 96 0.66 63 Total Allowed Watts = 2800 Proposed Interior Lighting Power A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. Retail:Sales Area (1595 sq.ft.) 4" LED DOWNLIGHT: A/A1: 4AiGMW LED: LED A Lamp 9W: 1 32 10 320 6" LED DOWNLIGHT: B/B1: 6AiGMW LED: LED A Lamp 13W: 1 16 13 208 TRACK LIGHT -1: C1: Universal Track Fixture: Wattage based on current limiting device 0 0 720 720 capacity TRACK LIGHT -2: C1: Universal Track Fixture: Wattage based on current limiting device 0 0 360 360 capacity KAO FARGO PENDANT: D: BLE -CC -FAR: Quad 2 -pin 18W: Magnetic: 1 4 18 72 BANTAM ARTESIA PENDANT: E: BLE-C-VWHS14-PC: Quad 2 -pin 22W: Magnetic: 1 1 23 23 THE MIG PENDANT: F: BLE-C-MIG-P/CH: Quad 2 -pin 22W: Magnetic: 1 1 23 23 MARITIME SHALLOW BOWL PENDANT: G: BLE-C-YDMI4-PC: Quad 2 -pin 22W: Magnetic: 1 2 23 46 THE ORIGINAL WAREHOUSE PENDANT: H: BLE-C-WHS16-PC: Quad 2 -pin 22W: Magnetic: 1 7 18 126 GOSENECK LIGHT W/ LED DRIVER: J: BLE-G-AUSI7-PC: Other: 1 1 40 40 CUSTOM ALUM TROUGH LIGHT: K: LED W/60 W DRIVER: Other: 1 1 60 60 Common Space Types:Storage (237 sq.ft.) 2' X 4' LED PANEL: L: EDGE LIT PANEL: LED Panel 40W: 1 5 40 200 Common Space Types:Restrooms (52 sq.ft.) . 6" LED DOWNLIGHT: B: 6AiGMW LED: LED A Lamp 13W: 1 2 13 26 Common Space Types:Corridor/Transition <8 ft wide (96 sq.ft.) 4" LED DOWNLIGHT: A: 4AiGMW LED: LED A Lamp 9W: 1 5 10 50 Total Proposed Watts = 2274 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: LUSH FRESH HOME MADE COSMETICS Report date:06/20/17 Data filename: \\SYNOLOGYDS916\01 Projects\2017 AME Projects\001 HTE LUSH\10 WA Seatle (South Center Page 3 of 6 Mall)\Electrical\WA Seattle LUSH (South Center Mall) Compliance.cck Project Title: LUSH FRESH HOME MADE COSMETICSReport date: 06/20/17 Data filename: \\SYNOLOGYDS916\01 Projects\2017 AME Projects\001 HTE LUSH\10 WA Seatle (South Center Page 2 of 6 Mall)\Electrical\WA Seattle LUSH (South Center Mall) Compliance.cck Project Title: LUSH FRESH HOME MADE COSMETICS Report date: 06/20/17 Data filename: \\SYNOLOGYDS916\01 Projects\2017 AME Projects\001 HTE LUSH\10 WA Seatle (South Center Page 1 of 6 Mall)\Electrical\WA Seattle LUSH (South Center Mall) Compliance.cck Section # & Req.lD Final Inspection Complies? Comments/Assumptions Section # & Req.ID Rough -In Electrical Inspection Complies? Comments/Assumptions C303.3,; Furnished O&M instructions for ■Complies C408.2.5. ;systems and equipment to the ■Does Not 2 ;building owner or designated ■ [FI17]3 ;representative. Not Observable ■Not Applicable C405.2.1 Lighting controls installed to uniformly [EL15]1 reduce the lighting load by at least ;50%. ■Complies ■Does Not INot Observable •Not Applicable C405.2.1 ;Occupancy sensors installed in [EL18]1 required spaces. •Complies • Does Not ❑Not Observable • Not Applicable C405.4.1 ; Interior installed lamp and fixture ■Complies [FI18]1 i lighting power is consistent with what • Does Not ;is shown on the approved lighting ;plans, demonstrating proposed watts • Not Observable ;are less than or equal to allowed ■Not Applicable watts. See the Interior Lighting fixture schedule for values. ' C405.2.1, ;Independent lighting controls installed C405.2.2. >i per approved lighting plans and all 3 i manual controls readily accessible and [EL23]z ;visible to occupants. ■Complies • Does Not ■Not Observable ■NotApplicable C408.2.5. ,Furnished as -built drawings for ■Complies 1 ;electric power systems within 90 days ■Does Not [FI16]3 of system acceptance. ■Not Observable ■Not Applicable C405.2.2. ;Automatic controls to shut off all 1 building lighting installed in all [EL22]2 ;buildings. ■Complies ■Does Not ■Not Observable ■ Not Applicable C408.3 ;Lighting systems have been tested to ■Complies [F133]1 !ensure proper calibration, adjustment, ■Does Not ;programming, and operation. ■Not Observable •Not Applicable, C405.2.3' Daylight zones provided with [EL1612 :individual controls that control the ; lights independent of general area lighting. •Complies • Does Not ■ Not Observable ■Not Applicable Additional Comments/Assumptions' ' C405.2.3, ;Primary sidelighted areas are C405.2.3. ;equipped with required lighting 1, ;controls. C405.2.3. 2 , [EL20]1 ■Complies ■Does Not ■ Not Observable ■ Not Applicable C405.2.3, ; Enclosed spaces with daylight area C405.2.3. ;under skylights and rooftop monitors 1, ;are equipped with required lighting C405.2.3. ;controls. 3 ' [EL21]1 •Complies ■Does Not • Not Observable ■ Not Applicable C405.2.4 ;Separate lighting control devices for ■Complies [EL4]1 (specific uses installed per approved ❑Does Not ;lighting plans. ■ Not Observable ■ Not Applicable C405.2.4 ;Additional interior lighting power •Complies [EL8]1 ;allowed for special functions per the ■ Does Not ;approved lighting plans and is ■Not Observable ;automatically controlled and ;separated from general lighting. ■ Not Applicable i C405.3 I Exit signs do not exceed 5 watts per ■Complies [EL6]1 ;face. ■Does Not ■Not Observable ■ Not Applicable RECEIVED CITY OF TUKWILA Additional Comments/Assumptions: JUL 12 2017 PERMIT CENTER b(%0174.17,.j 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: LUSH FRESH HOME MADE COSMETICS Report date: 06/20/17 Data filename: \\SYNOLOGYDS916\01 Projects\2017 AME Projects\001 HTE LUSH\10 WA Seatle (South Center Page 5 of 6 Mall)\Electrical\WA Seattle LUSH (South Center Mall) Compliance.cck Project Title: LUSH FRESH HOME MADE COSMETICS Report date: 06/20/17 Data filename: \\SYNOLOGYD5916\01 Projects\2017 AME Projects\001 HTE LUSH\10 WA Seatle (South Center Page 4 of 6 Mall)\Electrical\WA Seattle LUSH (South Center Mall) Compliance.cck Project Title: LUSH FRESH HOME MADE COSMETICS Report date: 06/20/17 Data filename: \\SYNOLOGYDS916\01 Projects\2017 AME Projects\001 HTE LUSH\10 WA Seatle (South Center Page 6 of 6 Mall)\Electrical\WA Seattle LUSH (South Center Mall) Compliance.cck DATE: 07.07.17 JOB NO: 1617 DRAWN: MA CHECKED: EA 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 U LIIJ z W U F -- (f) ( / 0 000 N N w ( 00 oooo Q csS 0 ui 0 0 1-- 1444/.16" w 17001-10 WA SEATTLE(SOUTH CENTER MALL) REVISIONS REVIEVVED FOR CODE COMPLIANCE APPROVED SEP 0 8 2017 City of Tukwila BUILDING DIVISION LIGHTING COMPLIANCE FORMS SHEET NUMBER E5.1 MECHANICAL NOTES GENERAL NOTES MECHANICAL SYLMBOLS LEGEND 1. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF ALL CEILING DIFFUSERS, LINEAR DIFFUSERS, RETURN GRILLES AND EQUIPMENT ACCESS PANELS. COORDINATE ANY DISCREPANCIES BETWEEN DRAWINGS BEFORE PROCEEDING IN THE FIELD. 2. CONTRACTOR SHALL LAYOUT THE DRAWING PER CONTRACT DOCUMENT AS MUCH AS POSSIBLE, ANY LARGE DEVIATION IN LAYOUT SHALL BE APPROVED BY THE ARCHITECT PRIOR TO CONSTRUCTION, 3. CONTRACTOR SHALL SUBMIT ONE (1) SET OF VELLUM AS-BUILTS AND TWO (2) SETS OF BLUE LINE AS-BUILTS TO THE BUILDING OWNER AND ONE SET OF VELLUMS AND ELECTRONIC FILES TO THE ENGINEER, 4. DUCT DIMENSIONS SHOWN ARE NET INSIDE DIMENSIONS. 5. INSTALL CFSD & FIRE DAMPER ON ALL DUCTS PENETRATING FIRE RATED ENCLOSURES, PARTITIONS, AND TUNNEL CEILINGS. PROVIDE ACCESS PANELS FOR ALL CFSD & FD ABOVE INACCESSIBLE CEILINGS. PROVIDE SMOKE DETECTOR DEVICE IN DUCTWORK CONNECTED TO CSFD. INSTALL DUCT S.D. PER MANUFACTURER'S APPROVED LISTING & INSTALLATION INSTRUCTIONS. 6. ALL FIRE OR COMBINATION FIRE SMOKE DAMPERS ARE NEW UNLESS OTHERWISE NOTED, EXISTING FIRE OR COMBINATION FIRE SMOKE DAMPERS THAT ARE NOT TO BE UTILIZED SHALL BE REMOVED. 7. WHERE CONNECTING FLEXIBLE DUCTWORK TO CEILING DIFFUSERS AND CEILING REGISTERS, SIZE OF FLEXIBLE & PER SMACNA "HVAC METAL DUCT CONSTRUCTION STANDARDS" LATEST EDITION. ALL 45 -DEGREE LEADING EDGES, CONICAL TAP -IN FITTINGS, EXTRACTORS, TURNING VANES (WHERE APPROPRIATE), PROPERLY DESIGNED PLENUMS, AND OTHER SHEET METAL FITTING AND AIR FLOW DEVICES SHALL BE INSTALLED PER THESE SMACNA GUIDELINES. 8. WHERE CONNECTING FLEXIBLE DUCTWORK TO CEILING DIFFUSERS AND CEILING REGISTERS, SIZE OF FLEXIBLE & BRANCH DUCT SHALL BE SAME SIZE AS NECK OF CEILING DIFFUSER OR CEILING REGISTER. MAXIMUM LENGTH TO BE 5'-0" LONG. ALL SUPPLY, RETURN, AND EXHAUST DIFFUSERS & GRILLES (NOT INCLUDING TOILET EXHAUST) SHALL HAVE A MINIMUM OF (1) 6'-0" LONG ACOUSTICAL DUCT, 9. EXISTING DUCTWORK ACTUAL LENGTH AND SIZE MAY BE DIFFERENT THAN WHAT IS INDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND PROVIDE ALL OFFSETS AND TRANSITIONS, AS REQUIRE FOR A COMPLETE INSTALLATION. 10. PROVIDE A VOLUME DAMPER IN EACH BRANCH DUCT TO OUTLET WHETHER SHOWN ON DRAWING OR NOT. DAMPERS SHALL BE AS FAR AWAY FROM DIFFUSER AS POSSIBLE, PREFERABLY AT THE BRANCH TAKE -OFF. CONTRACTOR SHALL TAG VOLUME DAMPERS WITH RED OR YELLOW RIBBONS. 11. A MINIMUM OF 30" WIDE BY 30" HIGH CLEAR WORKING SPACE SHALL BE PROVIDED IN FRONT OF THE ACCESS PANELS TO ALL A/C UNIT'S COMPRESSOR, BLOWER ASSEMBLY, & THE AIR FILTER. 12. A MINIMUM OF 36" CLEAR WORKING SPACE, NOT LESS THAN 30" WIDE, SHALL BE MAINTAINED IN FRONT OF ALL SWITCHES, OVERCURRENT DEVICES AND ELECTRIC CONTROL COMPONENTS. 13. INTERLOCK ALL MOVING AIR EQUIPMENT SUCH AS FANS WITH THE FIRE LIFE SAFETY SYSTEM ALL A/C UNITS & EXHAUST FANS SHALL SHUT OFF WITH THE AIR HANDLING UNIT UPON DETECTION OF SMOKE BY THE FLS SYSTEM. 14. CONTRACTOR SHALL PROVIDE POWER, ELECTRICAL WIRING, CONDUITS, FOR ALL NEW, EXISTING AND RELOCATED AC UNITS AND SMOKE DETECTORS INTERLOCKS. 15. ALL PIPING AND ASSOCIATED FITTINGS AND VALVES SHALL BE OF SIMILAR MATERIAL PER CODE, UNLESS APPROVED OTHERWISE, PROVIDE DIELECTRIC COUPLING BETWEEN JOINTS OF DISSIMILAR MATERIALS. 16. ALL PIPING SHALL BE LABEL EVERY 10 FT. MFR.. SHALL BE MSI OR APPROVED EQUAL. 17. ALL PIPING& DUCT PENETRATION THROUGH RATED CONSTRUCTION SHALL BE PROPER FIRE STOP WITH UL -LIST FIRE STOPPING PRODUCTS. CONSULT WITH UL FIRE RESISTANCE DIRECTORY FOR ADDITIONAL REQUIREMENTS. 18. ALL PIPING & DUCTS PENETRATION THROUGH NON -RATED CONSTRUCTION SHALL BE PROPERLY AND GENEROUSLY CAULKED WITH SOUND RESISTANT MATERIAL SUCH AS SILICONE. USE ACOUSTICAL SEALANT AROUND DUCTS INSTALLED INTO ACOUSTICAL PARTITIONS. 19. CONTRACTOR TO PROVIDE TRANSFER DUCTS, SIZED PER OUR DETAIL, FOR ALL ROOMS ENCLOSED BY FULL HEIGHT WALLS ON ALL SIDES, 20. ALL EXISTING INSULATION ON THE MAIN DUCTWORK THAT IS LOOSE OR DAMAGED SHALL BE REPLACED BY THE CONTRACTOR. 21. CONTRACTOR SHALL PATCH AND REPAIR ANY AIR LEAKAGES AND HOLES ON EXISTING DUCTWORK, 22. CONTRACTOR SHALL LABEL ALL THERMOSTAT BY ITS CORRESPONDING TERMINAL AIR UNIT OR AC UNIT. 23. ALL COMBINATION FIRE/SMOKE DAMPERS SHALL COMPLY WITH LOCAL CODES. 24. CONTRACTOR TO FURNISH FULL SIZE SHOP DRAWINGS SHOWING ALL DUCT ROUTING, EQUIPMENT LOCATIONS, DIFFUSER, & THERMOSTAT LOCATIONS, AND ANY OTHER PERTINENT HVAC ITEMS. FLANGES SHALL BE SUBMITTED AS SHOP DRAWINGS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR PAYMENT OF ALL CHARGES RESULTING FROM ANY ADDITIONS OR CHANGES IN THE WORK OF OTHER TRADES DUE TO DEVIATIONS FROM THE CONTRACT DOCUMENTS. ANY AND ALL CHANGES SHALL BE SHOWN ON RECORD AND AS -BUILT DRAWINGS. 25. PROVIDE DUCT FLEX CONNECTORS ON ALL SUPPLY AND RETURN DUCT CONNECTIONS TO A/C UNITS OR EXHAUST FANS. 26. AREAS ABOVE NONE DUCTED RETURN AIR GRILLED SHALL BE PAINTED FLAT BLACK TO MASK "SEE THROUGH" EFFECT. 27. ALL DUCTWORK SHALL BE CONSTRUCTED, ERECTED AND INSTALLED IN ACCORDANCE WITH LOCAL CODES 28. THIS PROJECT SHALL COMPLY WITH LOCAL AND STATE ENERGY CONSERVATION REQUIREMENTS. 29. THE FIRE RATED CORRIDORS ARE NOT TO BE USED TO CONVEY AIR TO OR FROM ROOMS, 30. THERE ARE NO ENVELOPE ALTERATIONS TO BE DONE ON THE BUILDING. 31. AIR & WATER BALANCE TO BE PERFORMED BY AN INDEPENDENT AABC CONTRACTOR. AIR BALANCE TO INCLUDE ALL A/C UNITS, VAV'S, BATHROOM EXHAUST FANS AND SUPPLY GRILLES AS REQUIRED. UTILIZE APPROVED BUILDING AIR BALANCE COMPANY. ALL AIR AND WATER BALANCE TO BE IN ACCORDANCE WITH AABC STANDARDS. 32. ALL PIPING AND ASSOCIATED FITTINGS AND VALVES SHALL BE OF SIMILAR MATERIAL PER CODE, UNLESS APPROVED OTHERWISE. PROVIDE DIELECTRIC COUPLING BETWEEN JOINTS OF DISSIMILAR MATERIALS, 33. RUN ALL DUCTS AS TIGHT AS POSSIBLE TO STEEL BEAMS. ALL PIPINGS OTHER THAN CONDENSATE SHALL BE ROUTED ABOVE THE DUCTWORK UNLESS APPROVED OTHERWISE. 34. SPACE THERMOSTATS SHALL BE PER BUILDING STANDARDS AND COMPATIBLE WITH TERMINAL AIR UNIT OPERATORS. ADJUSTABLE RANGE SHALL BE 10°F BETWEEN FULL HEATING AND FULL COOLING, OPERATING IN SEQUENCE, SET AT 70°F HEATING AND 74°F COOLING. COORDINATE FINAL LOCATION WITH ARCHITECT PRIOR TO INSTALLATION. 35. CONTRACTOR SHALL COORDINATE VOLTAGE AND PHASE OF EACH PIECE OF EQUIPMENT THE ELECTRICAL CONTRACTOR PRIOR TO ORDERING. 36. CONTRACTOR SHALL PROVIDE WRITTEN WARRANTY TO REPLACE ALL FAULTY MATERIALS AND/OR LABOR AT NO COST TO OWNER FOR A PERIOD OF ONE YEAR FROM DATE OF OWNER ACCEPTANCE. 37. UPON COMPLETION OF WORK, CONTRACTOR SHALL CLEAN AND REMOVE ALL DEBRIS ASSOCIATED WITH HIS/HER WORK AND DISPOSE OF AREA SHALL BE LEFT IN A CONDITION ACCEPTABLE TO OWNER. 38. PROVIDE ACCESS PANELS FOR ALL NEW OR EXISTING EQUIPMENT AND VALVES LOCATED ABOVE HARD LID CEILING. 39. CONTRACTOR SHALL SEAL ALL UNUSED DUCT OPENINGS AND REPAIR ALL LEAKING DUCTS AS PART OF THIS WORK. 40. CEILING SPACES USED AS RETURN AIR PLENUMS SHALL FULLY COMPLY WITH ALL THE PROVISIONS OF LOCAL CODES. 41. SEAL ALL DUCTS AND JOINTS WITH HIGH VELOCITY, WATER BASED, UL -FIRE RATED DUCT SEALER. 42. CONTRACTOR SHALL SEAL ANY AIR LEAKAGES OR HOLES ON EXISTING DUCTWORKS. REPLACE ANY DAMAGE OR MISSING INSULATION, 43. RUN 1" TYPE L COPPER CONDENSATE DRAIN LINES FROM EACH A/C UNIT TO NEAREST CODE APPROVED RECEPTOR. 44. CONDENSATE DRAIN PIPING INSTALLED WITHIN A RETURN PLENUM SHALL BE NON-COMBUSTIBLE MATERIAL. 45. COMBUSTIBLE WITHIN THE PLENUM SPACE MUST COMPLY WITH LOCAL CODES. LOCATION OF DUCTWORK IS APPROXIMATE. ALL DRAWINGS AND LAYOUTS ARE DIAGRAMMATIC TO SHOW DESIGN INTENT ONLY. CONTRACTOR SHALL PREPARE COORDINATED SHOP DRAWINGS SHOWING ALL DUCTWORK, PIPING CABLE TRAY AND BUILDING STRUCTURE. IF FIELD CONDITIONS DIFFER SIGNIFICANTLY FROM SHOWN ON THE DRAWINGS AND AFFECT MECHANICAL WORK, INFORM ARCHITECT IMMEDIATELY BEFORE PROCEEDING WITH THAT AREA. 2. CONTRACTOR SHALL NOTE THE CRITICAL SPACE AVAILABLE ABOVE CEILINGS. PROVIDE TRANSITION PIECES AT CROSSOVERS, UNDER BEAMS, OVER/UNDER PIPES, AS REQUIRED TO ACCOMMODATE DUCTS WITHIN SPACE AVAILABLE, PROVIDE EQUIVALENT DUCT SIZE TO THE DIAMETER SHOWN. COORDINATE CLOSELY WITH OTHER SECTIONS TO REDUCE NECESSITY OF TRANSITION TO A MINIMUM. NO ADDITIONAL COSTS WILL BE PAID FOR ANY REQUIRED TRANSITIONS OR OTHER SPECIAL CHANGE SHAPE PIECES. 3. CONTRACTOR IS TO PROVIDE MATERIAL AND LABOR TO PHYSICALLY TEST ALL FIRE AND COMBINATION FIRE / SMOKE DAMPERS AND RESET THEM FOR ITS DESIGN FUNCTION. TESTING PROCEDURES AND TEST RESULTS SHALL BE WITNESSED AND APPROVED BY THE AUTHORITIES HAVING JURISDICTION. 4. IN CASES WHERE SHEET METAL DUCTS INTERSECT FIRE -RATED WALLS AT OTHER THAN RIGHT ANGLES, CONTRACTORS SHALL OFFSET THE RATED WALL ABOVE CEILING SUCH THAT THE OFFSET WALL WILL BE PERPENDICULAR TO THE DUCT. FIRE DAMPER SHALL BE PROVIDED AT THE WALL ACCORDINGLY. 5. ALL NON -RATED DOORS REQUIRING UNDER -CUT SHALL BE 3/4 INCH MINIMUM, UNLESS NOTED OTHERWISE. ALL FIRE -RATED DOORS REQUIRING UNDERCUT SHALL BE: DOUBLE DOORS NOT TO EXCEED 1/4" AND SINGLE DOORS NOT TO EXCEED 3/8". ALL UNDER CUTS TO BE COORDINATED WITH THE ARCHITECTURAL DOOR SCHEDULE AND SPECS, 6. FIRE DAMPERS, COMBINATION FIRE / SMOKE DAMPERS AND THE NECESSARY ACCESS PANELS SHALL BE PROVIDED FOR ALL DUCTS PENETRATING FIRE AND/OR SMOKE PARTITIONS AS REQUIRED BY CODE. SEE ARCHITECTURAL DRAWINGS FOR THE EXACT LOCATION OF FIRE AND/OR SMOKE RATED PARTITIONS. 7. COMBINATION FIRE/SMOKE DAMPERS SHALL BE PROVIDED FOR SUPPLY AND RETURN AIR DUCTS PENETRATING RATED WALLS/CORRIDORS PER UBC AND UMC. EACH COMBINATION FIRE/ SMOKE DAMPER SHALL BE PROVIDED WITH DUCT SMOKE DETECTORS THAT ARE INSTALLED WITHIN 5'-0" OF THE DAMPER. 8. DUCT SMOKE DETECTORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN RECOMMENDATIONS AND SHALL BE TIED -IN TO THE BUILDING FIRE ALARM SYSTEM. 9. ALL DUCTWORK SHALL BE SUPPORTED PER LOCAL CODES REQUIREMENTS. 10. ALL REQUEST FOR ACCESS OR CONNECTIONS, INCLUDING THOSE NOTED BELOW MUST BE MADE IN WRITING 48 HOURS IN ADVANCE OF WORK ACTIVITY THROUGH THE BUILDING MANAGER. 11. DO NOT MODIFY ANY EXISTING HVAC SYSTEM OR COMPONENT WITHOUT CONTACTING THE BUILDING ENGINEER, 12. PROTECT AND MAINTAIN ALL RETURN AIR DUCT OPENING WITH PROPER FILTER MEDIA DURING ALL CONSTRUCTION ACTIVITY. SYMBOLS DESCRIPTION -1=A- IL IL r -I UP OSD CFSD DN 0 0 0 CD -1 100 CR -1 100 EG -1 100 Moo - 1 Allk O SD FO (E) SINGLE LINE DUCTWORK (NEW) SINGLE LINE DUCTWORK (EXISTING) SINGLE LINE DUCTWORK (EXISTING TO BE DEMOLISHED) DOUBLE LINE DUCTWORK (NEW) DOUBLE LINE DUCTWORK (EXISTING) DOUBLE LINE DUCTWORK (EXISTING TO BE DEMOLISHED) DUCTWORK WITH ACOUSTIC LINING AUTOMATIC SMOKE DAMPER COMBINATION FIRE AND SMOKE DAMPER RISE IN DUCTWORK (IN DIRECTION OF AIRFLW DROP IN DUCTWORK (IN DIRECTION OF AIRFLW CEILING SUPPLY, TYPE 1, THROW PATTERN 4 -WAY, 100CFM CEILING RETURN, TYPE 1, 100CFM CEILING EXHAUST, TYPE 1, 100CFM LINEAR EXHAUST AIR. SEE SCHEDULE VOLUME DAMPER ELECTRIC DUCT HEATER POINT OF CONNECTION POINT OF DISCONNECTION THERMOSTAT SMOKE DETEDCTOR FLAT OVAL DUCT EXISTING TO REMAIN NOTES TO CONTRACTOR LANDLORD NOTES 1. VERIFY ANY DEMOLITION WORK, AND ANY NEW WORK WITH THE LANDLORD , PRIOR TO BID. 2. VERIFY ANY WORK REQUIRED TO PROTECT FIRE ALARM/LIFE SAFETY SYSTEM WIRING & DEVICES, SPRINKLER PIPING, LANDLORD DUCTWORK, ETC. DURING DEMOLITION AND NEW CONSTRUCTION WITH LANDLORD PRIOR TO BID. 3. VERIFY LANDLORD REQUIREMENTS FOR ATTACHING TO BUILDING STRUCTURE WHEN HANGING / SUPPORTING EQUIPMENT, FIXTURES, CONDUIT, PIPING, ETC FROM THE BUILDING STRUCTURE PRIOR TO BID. ALL MEP INSTALLATION SHALL BE HUNG, IF REQUIRED, FROM TOP CHORD OF STEEL OR SHALL BE HUNG FROM ROOF DECK. 4. PROVIDE ACCESS TO ANY LANDLORD AND TENANT EQUIPMENT, VALVES, DAMPERS, CONTROLS, CLEANOUTS, J -BOXES, ETC. LOCATED ABOVE, ETC. BOARD CEILING AND ANY OTHER INACCESSIBLE CEILING AREAS AS REQUIRED VERIFY/COORDINATE WITH LANDLORD PRIOR TO BID/START OF WORK, 5. LANDLORD APPROVED AIR BALANCING CONTRACTOR IS REQUIRED. REPORT SHALL INCLUDE AC UNIT'S MAKE, MODEL, SIZE, 6. ALL MATERIALS AND WORK IN CEILING RETURN AIR PLENUM SHALL BE "PLENUM APPROVED" AS PER LOCAL CODE. VERIFY ANY/ALL REQUIREMENTS WITH THE BUILDING DEPT. PRIOR TO BID. 7. LOCATION OF ROOFTOP EQUIPMENT MUST BE COORDINATED AND APPROVED BY THE LANDLORD BEFORE ANY PENETRATIONS ARE MADE. 8. TENANT'S GENERAL CONTRACTOR MUST COORDINATE WITH THE LANDLORD ALL ROOF REPAIR AND FINISHING OF PENETRATIONS AND EQUIPMENT CURBS. A. CONTRACTORS TO PREPARE SHOP DRAWINGS AFTER CONDUCTING SITE SURVEY. THE SHOP DRAWINGS MUST PROVIDE THE NECESSARY INSTALLATIONS , CUSTOMIZED ACCORDING TO ACTUAL SITE CONDITIONS. PROVIDE A COPY TO THE CLIENT, ARCHITECT & ENGINEERS A WEEK PRIOR TO MOBILIZATION. B. C, D. E. F. CONTRACTOR TO PREPARE TWO COPIES OF RED LINE AS -BUILT DRAWINGS. USE THE SHOP DRAWINGS AS THE BASE PLAN, RED PENCIL (NOT PEN) TO UPDATE THE SAID AS -BUILT EVERYDAY. THE FIRST COPY IS FOR TECHNICIAN REFERENCE WHILE WORKING. THE SECOND COPY SHOULD BE KEPT CLEAN, NEAT, & LEGIBLE. THIS SHALL BE USE FOR INSPECTION, MEETING, RFI PREPARATION, AND OTHER APPLICATIONS WHEREON A CLEAN, NEAT, & LEGIBLE COPY IS NECESSARY, PRIOR TO RELEASE OF FINAL PAYMENT, THE SECOND COPY MUST BE CERTIFIED BY THE CONTRACTOR'S LICENSEE AS COMPLETE & CORRECT. SCAN AND PROVIDE ELECTRONIC COPY TO THE CLIENT, ARCHITECT, & ENGINEERS. THE HARD COPY MUST BE KEPT BY THE CONTRACTOR DURING WARRANTY PERIOD AND MUST BE SUBMITTED TO STORE MANAGER ON THE LAST DAY OF WARRANTY. THE GENERAL CONTRACTOR MUST DISCUSS & SUPPORT THEIR SUBCONTRACTOR. IF THE SUBCONTRACTOR NEEDS INFORMATION THAT NEEDS ENGINEER'S SUPPORT, THE GENERAL CONTRACTOR MUST, USING ITS OFFICIAL FORM, SEND REQUEST FOR INFORMATION (RFI) TO THE ARCHITECT OF RECORDS, COPY FURNISH THE ENGINEERS. THE RFI MUST BE CONCISE & SUPPORTED W/ SKETCH, DRAWINGS, CUT SHEET AND/OR OTHER MATERIALS THAT WILL HELP THE ENGINEERS RESPOND PRECISELY AND QUICKLY. ALL WORK AND MATERIAL SHALL BE IN ACCORDANCE WITH THE LANDLORD'S "ENGINEERING DESIGN CRITERIA". ALL CONTRACTORS SHALL OBTAIN A COPY FROM THE LANDLORD'S TENANT COORDINATOR OR OPERATIONS MANAGER: AND BECOME FAMILIAR WITH THE REQUIREMENTS CONTAINED WITHIN PRIOR TO BIDDING THE JOB, WHERE LANDLORD'S REQUIREMENTS CONFLICT WITH CODES OR ORDINANCES, THE STRICTEST INTERPRETATION SHALL APPLY, RECEIVED CITY OF TUKWILA JUL 12 2011 PERMIT CENTER MECHANICAL SHEET INDEX SHEET # SHEET TITLE REMARKS/ISSUE M0.1 GENERAL NOTES SYMBOLS LEGEND AND SHEET INDEX PERMIT SET M0.2 MECHANICAL SCHEDULES PERMIT SET M2.1 MECHANICAL FLOOR PLAN PERMIT SET M3.1 MECHANICAL ROOF PLAN PERMIT SET M4.1 MECHANICAL DETAILS - SHEET ONE PERMIT SET M4.2 MECHANICAL DETAILS - SHEET TWO PERMIT SET M5.1 MECHANICAL COMCHECK PERMIT SET DRAWN BY : RP CHECKED BY : RH STAMPED/SIGNED: KK ?,--c)c•RONI;; DATE: 07,07,17 JOB NO: 1617 DRAWN: RP CHECKED: EA 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 N -o -0 (f) Ld z Ll U 0 1 D J LL N W J J LTJ N Z N W U 0 i1) 0 0 00 oo oo co rn Ld 1--- cn W Aso 17001-10 WA SEATTLE (SOUTH CENTER MALL) REVISIONS REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 8 2017 City of Tukwila BUILDING DIVISION GENERAL NOTES SYMBOLS LEGEND AND SHEET INDEX SHEET NUMBER M0.1 HIGH EFFICIENCY COOLING ONLY / ELECTRIC HEAT WITH ENERGYX SYSTEM ROOFTOP UNIT SCHEDULE MARK MANUFACTURER & MODEL NO. LOCATION AREA SERVED NOMINAL CAPACITY (TONS) MIN OSA (CFM) TOTAL OPERATING WEIGHT (LBS.) FAN MOTOR DATA COOLING HEATING ELECTRICAL EERIIEER FILTERS (QTY) SIZE REMARKS SUPPLY FAN TOTAL (MBTUH) TOTAL (MBTUH) COMPRESSOR FLA MCA MOCP ELEC HEATER POWER CFM ESP (IN.) BHP WATTS RLA LRA NOM KW FLA MCA VOLTS PHASE HERTZ 0.1 CARRIER 50HC-D08A2A5 ROOF OFFICE/STORE 7.5 1,575 860 LBS 3,000 1.0 1.94 88.0 90.0 325 25.0 164 1.5 51 60 18.6 / 24.8 51.7 / 59.7 76 / 85 208 3 60 11.2/11.4 2 MERV 8 SEE NOTES RTU v CD -13 NOTES: 1. PROVIDE FACTORY INSTALLED SUPPLY AIR SMOKE DETECTOR AND CO2 SENSOR 2. PROVIDE VIBRATION ISOLATOR ROOF CURB BY SAUSSE OR EQUAL. 3. PROVIDE SINGLE DRY BULB TEMPERATURE SENSOR FOR ECONOMIZER AND OUTDOOR AIR DAMPER AND BAROMETRIC RELIEF. 4. PROVIDE T-24 APPROVED PROGRAMMABLE THERMOSTAT. 5. PROVIDE MOTORMASTER HEAD PRESSURE CONTROLLER FOR LOW AMBIENT CONTROL. 6. PROVIDE 6. 2" THICK MERV 8 AIR FILTERS. DIFFUSER SCHEDULE MARK CFM RANGE TYPE MAX. SP (IN.) FRAME SIZE (IN.) NECK SIZE (IN.) MAX N.C. REMARKS CD -1 0 -120 SQUARE 0.1 24X24 6X6 25 TITUS MODEL TSW, PERFORATED SUPPLY, MODULAR CORE CD -2 121 - 220 SQUARE 0.1 24X24 8X8 25 TITUS MODEL TSW, PERFORATED SUPPLY, MODULAR CORE CD -3 221- 350 SQUARE 0.1 24X24 10X10 25 TITUS MODEL TSW, PERFORATED SUPPLY, MODULAR CORE CD -4 351 - 500 SQUARE 0.1 24X24 12X12 25 TITUS MODEL TSW, PERFORATED SUPPLY, MODULAR CORE CD -5 501 - 750 SQUARE 0.1 24X24 16X16 25 TITUS MODEL TSW, PERFORATED SUPPLY, MODULAR CORE CD -6 751 - 900 SQUARE 0.1 24X24 18X18 25 TITUS MODEL TSW, PERFORATED SUPPLY, MODULAR CORE CD -13 0 - 500 SQUARE 0.1 12X12 8X8 35 TITUS MODEL 300FS, ALUMINUM SUPPLY GRILLE CR -1 0 -100 SQUARE 0.1 24X24 6X6 25 TITUS MODEL PMR, DUCTED PERFORATED RETURN CR -2 101 - 200 SQUARE 0.1 24X24 8X8 25 TITUS MODEL PMR, DUCTED PERFORATED RETURN CR -3 201 - 320 SQUARE 0.1 24X24 10X10 25 TITUS MODEL PMR, DUCTED PERFORATED RETURN CR -4 321 - 450 SQUARE 0.1 24X24 12X12 25 TITUS MODEL PMR, DUCTED PERFORATED RETURN CR -5 451 - 700 SQUARE 0.1 24X24 16X16 25 TITUS MODEL PMR, DUCTED PERFORATED RETURN CR -6 701 -1250 SQUARE 0.1 24X24 18X18 25 TITUS MODEL PMR, DUCTED PERFORATED RETURN CR -7 0 -1250 SQUARE 0.1 24X24 - 25 TITUS MODEL PXP, NON -DUCTED PERFORATED RETURN EG -1 0-300 SQUARE 0.1 12X12 8X8 30 TITUS MODEL 355RL, EXHAUST GRILLE EG -2 0-1000 SQUARE 0.1 24X24 22X22 30 TITUS MODEL 35ORLF, EXHAUST GRILLE RD -1 0 -120 ROUND 0.1 18"0 6"0 30 EC MODEL SUPPLY RD -2 121 - 240 ROUND 0.1 24"0 8"0 30 EC MODEL SUPPLY RD -3 241 - 400 ROUND 0.1 29"0 10"0 30 EC MODEL SUPPLY RD -4 401 - 600 ROUND 0.1 35"0 12"0 30 EC MODEL SUPPLY RD -5 601 - 800 ROUND 0.1 41"0 14"0 30 EC MODEL SUPPLY RD -6 801-1000 ROUND 0.1 47"0 16"0 30 EC MODEL SUPPLY RR -2 121 - 240 ROUND 0.1 24"0 8"0 30 TITUS MODEL TMRA, RETURN/EXHAUST RR -3 241 - 400 ROUND 0.1 24"0 10"0 30 TITUS MODEL TMRA, RETURN/EXHAUST RR -4 401 - 600 ROUND 0.1 24"0 12"0 30 TITUS MODEL TMRA, RETURN/EXHAUST RR -5 601 - 800 ROUND 0.1 24"0 14"0 30 TITUS MODEL TMRA, RETURN/EXHAUST RR -6 801 -1000 ROUND 0.1 24"0 16"0 30 TITUS MODEL TMRA, RETURN/EXHAUST LD -1 0-300 LINEAR SLOTTITUS SUPPLY 0.1 48 X 6-3/4" 8"0 25 MODEL FL -30 (FLOW -BAR DIFFUSER, ONE SLOT, 3" SLOT W/ 4' FACTORY FABRICATED PLENUM) NOTES: FINAL DIFFUSER PROVIDE OBD COORDINATE LOOK, LOCATION, FOR ACCESS DIFFUSER BORDER AND COLOR SCHEME SHALL BE COORDINATED AND APPROVED WITH / BY ARCHITECT. TO VOLUME DAMPERS ABOVE A HARD LID CEILING. VERIFY PULLEY TYPE WITH REFLECTED CEILING PLAN. DUCT SIZING SCHEDULE FOR LOW VELOCITY SUPPLY RETURN & EXHAUST DUCT CFM RANGE ROUND DUCT DIAMETER OR EQUIVALENT RECTANGULAR DUCT CFM RANGE ROUND DUCT DIAMETER OR EQUIVALENT RECTANGULAR DUCT 0-110 6" OR 8"X4" 1400-1900 18" OR 24"X12" 101-220 8" OR 10"X6" 1900-2500 20" OR 24"X14" 221-400 10" OR 10"X8" 2500-3300 22" OR 32"X14" 401-600 12" OR 12"X10" 3300-4100 24" OR 36"X14" 601-900 14" OR 16"X10" 4100-5000 26" OR 40"X16" 901-1400 16" OR 18"X12" 5000-6200 28" OR 48"X16" ® GREENHECK SP -B110 CEILING RESTROOM REMARKS: DUCT SIZES INDICATED ARE INSIDE DIMENSIONS WHICH MAY BE ALTERED BY CONTRACTOR TO OTHER DIMENSIONS TO AVOID INTERFERENCES AND CLEARANCE REQUIREMENTS. USE EQUAL FRICTION METHOD, 0.1"WG PER 100 FT. OF DUCT TO DETERMINE DUCT SIZES. EXHAUST FAN SCHEDULE MARK NO. MANUFACTURER & MODEL N0. LOCATION SERVICE FAN TYPE CFM SP (IN. W G ELECTRICAL DATA TOTAL OPERATING WEIGHT (LBS) REMARKS HP VOLT PH HZ ® GREENHECK CUE -161 -VG ROOF STORE UP BLAST 2500 0.75 1 120 1 60 200 SEE NOTES: 1 W ® GREENHECK SP -B110 CEILING RESTROOM CENT. 100 0.35 1 / 6 120 1 60 10 SEE NOTES: 2 © 1 FACTORY PROVIDED ROOF CURB, BACKDRAFT DAMPER, SPEED CONTROL AT THE FAN FOR BALANCING, VARI GREEN MOTOR, HINGE KIT AND BIRD SCREEN.000RDINATE WITH LANDLORD. 2 FACTORY PROVIDED VIBRATION ISOLATOR HANGERS, BACKDRAFT DAMPER, SPEED CONTROL AT THE FAN FOR BALANCING, VARI GREEN MOTOR AND STANDARD GRILLE..CONTROLED VIA LIGHT SWITCH. 3 PROVIDE WITH VIBRATION ISOLATOR HANGERS, STANDARD GRILLE, SPEED CONTROL AT THE FAN AND VARI GREEN MOTOR. FAN SHALL BE CONTROLLED VIA TIME CLOCK. 1575 CFM ROOF LEVEL RTU 3000 CFM 3000 1425 CFM CFM 1ST LEVEL EF -1 2500 CFM EF -2 100 CFM 1025 CFM AIR BALANCE EXHAUST AIR : 2500 + 100 = 2600 CFM OUTSIDE AIR : 1575 =1575 CFM MAKE-UP AIR : 2600 -1575 =1025 CFM % NEG. PRESSURE :1025 / 2600 = 39.42% AIR BALANCE SCHEMATIC 1 prim/ RECEIVED CITY OF TUKWILA JUL 12 2017 PERMIT CENTER gl ‘.0•V DATE: 07.07,17 JOB NO: 1617 DRAWN: RP CHECKED: EA 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 V! 0 L I 0 J w H N w Z LTJ 0 0 M0 00 00 CO 00 N < W D L,J (i) 17001-10 WA S LE (SOUTH CENTER MALL) REVISIONS REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 8 2017 City of Tukwila BUILDING DIVISION MECHANICAL SCHEDULES SHEET NUMBER M0.2 SPECIAL BID NOTES 1. CONTRACTOR TO SURVEY THE ENTIRE TENANT AFTER DEMOLITION OF THE (E) CEILING AND INSPECT THE (E) SYSTEM FOR ANY (E) MECHANICAL DEVICES LOCATED ABOVE ANY NEW HARD LID AREAS, REQUIRING ARCHITECTURAL ACCESS PANELS FOR ACCESS AND SERVICE. NOTIFY THE ARCHITECT AND ENGINEER IMMEDIATELY UPON DETECTION OF ANY SUCH SITUATIONS. 2. CONTRACTOR SHALL PROVIDE PRICING TO DEMOLISH, CAP AND REMOVE EXISTING DUCTWORK, PIPING, AC UNITS, EXHAUST FANS AND OTHER EQUIPMENT NOT REQUIRED FOR REUSE FOR NEW SCOPE. SEE FLOOR PLANS FOR ADDITIONAL INFORMATION. 3. PRIOR TO BIDING CONTRACTOR SHALL CAREFULLY DETERMINE THE AREA WHICH THE CEILING WILL BE REMOVED AND INCLUDE IN HIS BID TO REPLACE THE DAMAGED MAIN DUCT INSULATION. INSULATION SHALL BE BUILDING STANDARD WITH ALUMINUM FOIL FACE. 4. ALL ROOF PENETRATIONS AND REPAIR SHALL BE DONE BY LANDLORD'S ROOFING CONTRACTOR AT THIS TENANT'S EXPENSE. 5. SUBMIT STRUCTURAL STEEL SUPPORT DETAILS AND CALCULATIONS FOR NEW EXHAUST FAN ON ROOF TO LANDLORD, FOR REVIEW BY LANDLORD'S STRUCTURAL ENGINEER. MECHANICAL GENERAL NOTES 1. CONTRACTOR SHALL INSTALL THE HVAC EQUIPMENT ON CENTER IN BETWEEN BEAMS, WHENEVER POSSIBLE. 2. THERMOSTATS SHALL BE INSTALLED 48" ABOVE FINISHED FLOOR. FINAL THERMOSTAT LOCATION(S) SHALL BE COORDINATED AND APPROVED BY THE ARCHITECT. 3. CONTRACTOR SHALL COORDINATE ALL DUCT ROUTING WITH THE CABLE TRAY, FULL HEIGHT WALLS AND ALL STRUCTURAL BEAMS. 4. CONTRACTOR SHALL INSTALL UNITS IN SUCH A MANNER AS TO ALLOW FOR 36" IN FRONT OF THE CONTROLLERS, COMPONENT ACCESS AND ELECTRICAL DISCONNECTS. 5. CONTRACTOR SHALL INSTALL TRANSITION MAIN/BRANCH DUCTWORK TIGHT TO UNDERSIDE OF STRUCTURAL MEMBERS SO AS TO MAINTAIN A BOTTOM OF DUCT AS HIGH AS POSSIBLE. IF ANY DISCREPANCIES NOTIFY THE ARCHITECT/ENGINEER. 6. CONTRACTOR SHALL PROVIDE 1 1/2" THICK INSULATION FOR ALL REFRIGERANT LINES.(IF APPLICABLE) 7. CONTRACTOR SHALL VERIFY ALL WALL PARTITIONS TYPES/CEILING TYPES AND RATING IN ORDER TO PROVIDE COMBINATION SMOKE FIRE DAMPERS / FIRE STOPPING AT PENETRATIONS TO FIRE RATED AREAS (IN ACCORDANCE WITH MECHANICAL CODE). 8. CONTRACTOR SHALL COORDINATE MECHANICAL EQUIPMENT LAYOUT IN ORDER TO AVOID FIRE SPRINKLER LINES. 9. FINAL DIFFUSER TYPES AND LOCATIONS SHALL BE COORDINATED AND APPROVED BY ARCHITECT. 10. CONTRACTOR SHALL COORDINATE FINAL MECHANICAL DISTRIBUTION AND NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR CLEARANCE ISSUES. 11. CONTRACTOR SHALL PROVIDE AND INSTALL RETURN AIR OPENINGS/GRILLES ON ALL FULL HEIGHT WALLS AS REQUIRED FOR PROPER RETURN AIR FLOW/PATH BACK TO THE AC UNITS MAIN RETURN. 12. PROVIDE A VOLUME DAMPER IN EACH BRANCH DUCT TO OUTLET, WHETHER SHOWN DRAWING OR NOT. DAMPERS SHALL BE AS FAR AWAY FROM DIFFUSER AS POSSIBLE, PREFERABLY AT THE BRANCH TAKEOFF. CONTRACTOR SHALL TAG ALL VOLUME DAMPERS WITH RED OR YELLOW RIBBONS. 13. CONTRACTOR SHALL PROVIDE AIR BALANCE AND SHALL BE PERFORMED BY AN INDEPENDENT AABC CONTRACTOR. AIR BALANCE TO INCLUDED ALL EXISTING AND NEW OF AIR MOVING EQUIPMENT SUCH AS, RESTROOM EXHAUST FANS/GRILLES, AC UNITS AND SUPPLY DIFFUSERS AS REQUIRED. REFERENCE NOTES 0 PROVIDE NEW RTU -1 ROOF TOP UNIT. VERIFY AND COORDINATE EXACT LOCATION WITH BUILDING ENGINEER AND ARCHITECT. 0 PROVIDE NEW EF -2 BATHROOM/TOILET EXHAUST IN CEILING SPACE. VERIFY EXACT LOCATION IN THE FIELD. 3O PROVIDE 8"0 DUCT UP THRU THE ROOF AND TERMINATE WITH ROOF JACK. ® PROVIDE 22"0 DUCT UP THRU THE ROOF AND TO THE EF -1 UPBLAST FAN. VERIFY EXACT LOCATION IN THE FIELD AND WITH BUILDING ENGINEER. 0 PROVIDE CR -6 24X24 RETURN DIFFUSER FOR RETURN AIR. © PROVIDE TRANSFER GRILLE TO ALLOW AIR FLOW TO CIRCULATE FOR VENTILATION. SCOPE OF WORK 1. UNLESS OTHERWISE NOTED IT IS THE MECHANICAL CONTRACTORS RESPONSIBILITY TO INSTALL, A COMPLETE AND OPERATIONAL HVAC SYSTEM. IT IS NOT THE INTENT OF THESE DRAWINGS TO CALL OUT EACH AND EVERY COMPONENT NECESSARY TO MAKE THE RESPONSIBILITY TO FURNISH AND INSTALL ALL NECESSARY ITEMS. 2. DUCTWORK, THE MECHANICAL CONTRACTOR IS TO FURNISH AND INSTALL NEW LOW PRESSURE DUCTWORK COMPLYING WITH THE MOST RECENT SMACNA STANDARD, INSULATION, GRILLES REGISTERS, DIFFUSERS, VOLUME DAMPERS, FIRE DAMPERS, SMOKE DETECTORS, TOILET AREA EXHAUST FAN ETC., NECESSARY TO RENDER THE SYSTEM OPERATIONAL AS DESCRIBED IN THESE PLAN AND SPECIFICATIONS AND REQUIRED BY THE LANDLORD, LOCAL AND STATE CODES. 3. CONTROLS, WIRING AND PIPING, THE MECHANICAL CONTRACTOR SHALL REFURBISH AND/OR REPLACE AS NECESSARY ALL CONTROLS, CONTROLLERS, DAMPERS MOTORS, DAMPERS OR CONTROL PANEL COMPONENTS REQUIRED TO PROVIDE A COMPLETE OPERATING SYSTEM. THE WORK SHALL ALSO INCLUDE THE EXTENSION OR CONNECT ALL CONTROL COMPONENTS AND MAKE THE SYSTEM OPERATION AS PER LANDLORD'S SEQUENCE OF OPERATION. (REFER TO LANDLORD'S DESIGN MANUAL.) TG LE 800 ■■■■■■•iU■�U■■■■■I 111111111111111111111111111111111111111111111111M 1111111111111111111111 1111111111111I111I III ■■III I■III MEI MOH 111.11111 I■■■■1 (1 MECHANICAL FLOOR PLAN RECEIVED CITY OF TUKWILA PERMITJUL CENT122017ER ,\49 SCALE: 1/4" = 0 DATE: 07.07.17 JOB NO: 1617 DRAWN: RP CHECKED: EA 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 0 L W -� z `t 00 00 U_ W 00 DN Z OWN4< U W I = F- � 5 W 0 (f) O E O 00 (N1 co as 17001-10 WA EATPLE (50UTH CENTER MALL) REVISIONS REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 8 2017 City of Tukwila BUILDING DIVISION MECHANICAL FLOOR PLAN SHEET NUMBER M2.1 REFERENCE NOTES 0 PROVIDE NEW RTU -1 ROOF TOP UNIT. VERIFY AND COORDINATE EXACT LOCATION WITH BUILDING ENGINEER AND ARCHITECT. O PROVIDE NEW EF -2 BATHROOM EXHAUST TERMINATE WITH ROOF JACK. KEEP 10 FT AWAY FROM ANY AIR INTAKE OF THE BUILDING. FIELD VERIFY EXACT LOCATION. 0 PROVIDE NEW EF -1 UPBLAST EXHAUST FAN. VERIFY AND COORDINATE EXACT LOCATION WITH BUILDING ENGINEER AND ARCHITECT. KEEP 10 FT AWAY FROM ANY AIR INTAKE FROM THE BUILDING. AIRROV 0 RECEIVED CITY OF TUKWILA JUL 12 2011 PERMIT CENTEI"0 MECHANICAL ROOF PLAN SCALE: 1/4" =1'-0" DATE: 07.07,17 JOB NO: 1617 DRAWN: RP CHECKED: EA 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 0 N ct OBJ ULz< op cv (-) � oo E wz N < w I�ONI— w � ~' Ngo N a) 00 J 17001-10 WA SEATTLE (SOUTH CENTER MALL) REVISIONS REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 8 2017 City of Tukwila BUILDING DIVISION MECHANICAL ROOF PLAN SHEET NUMBER M3.1 DRAIN, 10' DOWNSTREAM FROM TRAP PITCH DOWNWARD TOWARDS DRAIN @ 1/4" PER FOOT C, 0. 6" ON B SPILL OVER RECEPTACLE @ 2" ABOVE FLOOR OR CONN INTO FIXTURE TAILPIECE A=S.P.x 1.5+2" B=S.P,x0.5+2" S.P. = MAX, NEGATIVE STATIC PRESSURE - INCHES C.O. 2" MIN DRAW THRU EQUIPMENT DRAIN PAN — DI -ELECTRIC COUPLING/ UNION (AS REQUIRED) DRAIN LINES SHALL BE SIZED AS FOLLOWS TONS SIZE 0-3 4-20 21-90 3/4" 1" 1-1/4" BUT NOT LESS THAN THE FULL SIZE EQUIPMENT CONN. DUCT TAP SIZE L1=1.5 BRANCH DUCT DIAMETER SQUARE DUCT DIMENSION DxD 3" 1" SQUARE TO ROUND TRANSITION L3=LARGER OF 6" OR 0.75D 1 #10 SCREW AT EACH CORNER 1 #10 SCREW EVERY 3"0, ON 1" FLANGE 1 #10 SCREW EVERY 4"C. ON 2" FLANGE 4" NOTE: USE FOR SYMBOL WHERE BRANCH DUCT IS ROUND FROM ROUND MAIN AND BRANCH DUCT AIR QUANTITY IS 50% OR LESS OF TOTAL AIR FLOW. R=D 0 J u_ SHEET METAL/ FLEXIBLE DUCT AS SPECIFIED ROUND VOLUME DAMPER, SEE DETAIL LATERAL TAP MAIN DUCT CONDENSATE DRAIN CONNECTION DETAIL 6 RECTANGULAR TO ROUND BRANCH TAP 4 CIRCULAR DUCT CONICAL TAP WITH VOLUME DAMPER DETAIL 2 MAXMIUM 6 FT LENGTH FLEXIBLE DUCT FULLY EXTENDED ROUND DUCT CONNECTOR ACOUSTIC LINING DIFFUSER NECK SIZE CEILING—" DIFFUSER MAXIMUM 6 FT LENGTH FLEXIBLE DUCT FULLY EXTENDED D MINIMUM ROUND DUCT ADAPTOR FOR RECTANGULAR DIFFUSER SIDE CONNECTION f THERMAL INSULATION 2-3/4 IN. MINIMUM CEILING —� � DIFFUSER TOP CONNECTION DIFFUSER CONNECTION DETAIL SUPPLY AIR PLENUM ACOUSTICAL LINING CLAMP SUPPLY DUCT VOLUME DAMPER FLEXIBLE DUCT (MAX. 6'-0") LINEAR DIFFUSER 5 LINEAR DIFFUSER DETAIL 3/8" SQUARE ROD 1/4"0 SET SCREW 1"x1/8" GALVANIZED STRAPS SPOTWELD TO BLADE 16 GAUGE GALVANIZED BLADE 3/8" SQUARE ROD A INDICATING HANDLE VENTLOCK NO. 607 END BEARING FOR INSULATED DUCT 1/4" LESS THAN DUCT DIAMETER �— VENTLOCK NO. 609 END BEARING GASKET (TYP. 2) o1 tr7 A VENTLOCK NO. 638 REGULATOR FOR INSULATED DUCT, VENTLOCK No.635 FOR UNINSULATED DUCT. 3 ROUND VOLUME DAMPER UP TO 14"DIA. RECEIVED CITY OF TUKWILA JUL 12 2011 PERMIT CENTER DATE: 07,07,17 JOB NO: 1617 DRAWN: RP CHECKED: EA 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 V •- 0 0 LL W F- N Z N LTJ w O (f) 0 0 00 N oo oo oo rn w J Q w �tcv 17001-10 WA SEA LE (SOUT CENTER MALL) REVISIONS co co 4 w 1-- 0 0 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 8 2017 City of Tukwila BUILDING DIVISION MECHANICAL DETAILS - SHEET ONE SHEET NUMBER M4.1 • • . • • 4,. s e • • • L3=LARGER OF 6" OR 0.75D 1 #10 SCREW AT EACH CORNER 1 #10 SCREW EVERY 3"0, ON 1" FLANGE 1 #10 SCREW EVERY 4"C. ON 2" FLANGE 4" NOTE: USE FOR SYMBOL WHERE BRANCH DUCT IS ROUND FROM ROUND MAIN AND BRANCH DUCT AIR QUANTITY IS 50% OR LESS OF TOTAL AIR FLOW. R=D 0 J u_ SHEET METAL/ FLEXIBLE DUCT AS SPECIFIED ROUND VOLUME DAMPER, SEE DETAIL LATERAL TAP MAIN DUCT CONDENSATE DRAIN CONNECTION DETAIL 6 RECTANGULAR TO ROUND BRANCH TAP 4 CIRCULAR DUCT CONICAL TAP WITH VOLUME DAMPER DETAIL 2 MAXMIUM 6 FT LENGTH FLEXIBLE DUCT FULLY EXTENDED ROUND DUCT CONNECTOR ACOUSTIC LINING DIFFUSER NECK SIZE CEILING—" DIFFUSER MAXIMUM 6 FT LENGTH FLEXIBLE DUCT FULLY EXTENDED D MINIMUM ROUND DUCT ADAPTOR FOR RECTANGULAR DIFFUSER SIDE CONNECTION f THERMAL INSULATION 2-3/4 IN. MINIMUM CEILING —� � DIFFUSER TOP CONNECTION DIFFUSER CONNECTION DETAIL SUPPLY AIR PLENUM ACOUSTICAL LINING CLAMP SUPPLY DUCT VOLUME DAMPER FLEXIBLE DUCT (MAX. 6'-0") LINEAR DIFFUSER 5 LINEAR DIFFUSER DETAIL 3/8" SQUARE ROD 1/4"0 SET SCREW 1"x1/8" GALVANIZED STRAPS SPOTWELD TO BLADE 16 GAUGE GALVANIZED BLADE 3/8" SQUARE ROD A INDICATING HANDLE VENTLOCK NO. 607 END BEARING FOR INSULATED DUCT 1/4" LESS THAN DUCT DIAMETER �— VENTLOCK NO. 609 END BEARING GASKET (TYP. 2) o1 tr7 A VENTLOCK NO. 638 REGULATOR FOR INSULATED DUCT, VENTLOCK No.635 FOR UNINSULATED DUCT. 3 ROUND VOLUME DAMPER UP TO 14"DIA. RECEIVED CITY OF TUKWILA JUL 12 2011 PERMIT CENTER DATE: 07,07,17 JOB NO: 1617 DRAWN: RP CHECKED: EA 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 V •- 0 0 LL W F- N Z N LTJ w O (f) 0 0 00 N oo oo oo rn w J Q w �tcv 17001-10 WA SEA LE (SOUT CENTER MALL) REVISIONS co co 4 w 1-- 0 0 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 8 2017 City of Tukwila BUILDING DIVISION MECHANICAL DETAILS - SHEET ONE SHEET NUMBER M4.1 ?NotIvo DATE: 07.07.17 JOB NO: 1617 DRAWN: RP CHECKED: EA 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 N N W oo oo oo rn a W LU CO CO A. vt*' xN =+ Nj401w 17001-10 WA SETTLE (SOUTH CENTER MALL) REVISIONS REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 8 2017 MECHANICAL DETAILS - SHEET TWO SHEET NUMBER M4.2 NOTES MAXIMUM SPACING 16" EACH FOR NOSING AT DAMPERS, TURNING VANES, ACCESS DOORS AND EQUIPMENT, SEE ACOUSTIC' LINING NOSING DETAIL. LINING EDGES AT TRANSVERSE AND LONGITUDINAL JOINTS'': SHALL BE COATED AS SPECIFIED. EXPOSED ENTERING AND EDGES SIMILAR TO ACCESS DOOR DETAIL. SEE E$ ACOUSTIC LINING NOSING DETAIL. � NOT LESS THAN TWO PINS ON G EACH FACE OF DUCT. � „ , �; � �R�R • - '� z *� G _. / /'///► . rli '' WAY (TYPICAL) DUCT LINING • . ALL EDGES OF LINING COATED I WITH ADHESIVE TYPICAL STUD—WELDED PINS AND SPEED CLIP WASHER 1% /, SEE DETAIL A NOT MORE THAN 3" FROM EDGES OF LINING SPEED CLIP WASHER I NEOPRENE BUSHING 120V-10-60 C.B. ALL AROUND11 DRAIN 12" INSULATED FACTORYTRAILING CAP FLASHING ROOF CURBVI FINISHED ROOF •.::. •••••:.•:::• •;"::6s..x•:ti:: .� ROOFING •�(-j O tt._II ROOF FLASHING BACKDRAFT DAMPER/l� PRESSED DOWN TO LINING LINING (THICKNESS AS SPECIFIED) PRESSED DOWN OVER GRIP—PIN DUCT LIGHT SW. ° LIGHT CO AIa // ADHESIVE OVER DUCT ENTIRE INNER SURFACENOTES: WELD—PIN STUD WELDED TO DISC. SW. 1. DUCT SHALL BE 1" SMALLER THAN ROOF OPENING. 2. ROOF OPENING SHALL CONFORM TO MANUFACTURERS CURB SIZE DUCT (PINS FASTENED TO DETAIL A DUCT WITH ADHESIVE NOT APPROVED) \I) 3. STENCIL TENANT'S NAME AND SPACE NUMBER ON FAN 4. VERIFY ENCLOSURE REQUIREMENTS PRIOR TO BID. CONTRACTOR MUST HAVE APPROVAL FOR ROOF AND DUCT ROUTING FOR EXHAUST FAN. LANDLORD TOP LOCATION THIS IJ C ) 0 ROOF MOUNTED UPBLAST FAN DETAIL 6 ACOUSTICAL LINING INSTALLATION DETAIL 4 EXHAUST FAN CONTROL DIAGRAM( CONTROLED VIA LIGHT SWITCH) 18 GA. G.I. STRAP HANGER LOA' GA HANGER RODS STANDING SEAM 1/4" THICK NEOPRENE GASKET FABRICATED COUNTERFLASHING CURB CAP, (MIN.) OR EQUIPMENT BASE. MASTIC SEALANT 2 X 4 WOOD NAILER INSULATED FASTEN TO WOOD NAILER WITH SCREWS @ 6" O.C. PREFABRICATED GALVANIZED ROOF CURB WITH = 3" MINIMUM 18 GA. GALV SHEET METAL 4 •••• N LINER. CURBS WILL BE WELDED •••4 41 •••• •i NSULATION_, & ROOFING AIR DUCT FOR SIZES TO STRUCTURE BY •i R-8 supply and return air duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part of a building assembly Exception(s): J Ducts located within equipment D Ducts with interior and exterior temperature difference not exceeding 15°F. • 8. Mechanical fasteners and sealants used to connect ducts and air distribution equipment • 9. Ducts sealed - longitudinal seams on rigid ducts; transverse seams on all ducts; UL 181A or 181B tapes and mastics D 10. Hot water pipe insulation: 1.5 in. for pipes <=1.5 in. and 2 in. for pipes >1.5 in. Chilled water/refrigerant]brine pipe insulation: 1.5 in. for pipes <=1.5 in. and 1.5 in. for pipes >1.5 in. Steam pipe insulation: 1.5 in. for pipes <=1.5 in. and 3 in. for pipes >1.5 in. Exception(s): LI Piping within HVAC equipment. ❑ Fluid temperatures between 55 and 105°F. Li Fluid not heated or cooled with renewable energy. LI Piping within room fan -coil (with AHRI440 rating) and unit ventilators (with AHRI840 rating). • Runouts <4 ft in length. • 11.Operation and maintenance manual provided to building owner • 12.Balancing devices provided in accordance with IMC 603.17 ▪ 13. Demand control ventilation (DCV) present for high design occupancy areas (>40 person/1000 ft2 in spaces >500 ft2) and served by systems with any one of 1) an air -side economizer, 2) automatic modulating control of the outdoor air damper, or 3) a design outdoor airflow greater than 3000 cfm. Exception(s): LI Systems with heat recovery. 3 Multiple -zone systems without DDC of individual zones communicating with a central control panel. O Systems with a design outdoor airflow less than 1200 cfm. O Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. • 14.Motorized, automatic shutoff dampers required on exhaust and outdoor air supply openings Exception(s): LI Gravity dampers acceptable in buildings <3 stories • 15.Automatic controls for freeze protection systems present 16.Exhaust air heat recovery included for systems 5,000 cfm or greater with more than 70% outside air fraction or specifically exempted Exception(s): O Hazardous exhaust systems, commercial kitchen and clothes dryer exhaust systems that the International Mechanical Code prohibits the use of energy recovery systems. Li Systems serving spaces that are heated and not cooled to less than 60°F. • Where more than 60 percent of the outdoor heating energy is provided from site -recovered or site solar energy. LI Heating systems in climates with less than 3600 HDD. ❑ Cooling systems in climates with a 1 percent cooling design wet -bulb temperature less than 64°F. O Systems requiring dehumidification that employ energy recovery in series with the cooling coil. ❑ Laboratory fume hood exhaust systems that have either a variable air volume system capable of reducing exhaust and makeup air volume to 50 percent or less of design values or, a separate make up air supply meeting the following makeup air requirements: a) at least 75 percent of exhaust flow rate, b) heated to no more than 2°F below room setpoint temperature, c) cooled to no lower than 3°F above room setpoint temperature, d) no humidification added, e) no simultaneous heating and cooling. Project Title: LUSH HANDMADE COSMETICS Report date: 06/15/17 Data filename: l\SYNOLOGYDS916101 Projects12017 AME Projects1001 HTE LUSHl10 WA Seatle (South Center Mall)1Energy Pro Files117001-10 Westfield Southcenter Mall Lush.cck Page 2 of 2 COMcheck Software Version 4.0.5.5 Mechanical Compliance Certificate Section 1: Project Information Energy Code: 2009 IECC Project Title: LUSH HANDMADE COSMETICS Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 2800 SOUTHCENTER MALL SPACE 640 SEATTLE, WA 98188 Section 2: General Information Building Location (for weather data): Seattle, Washington Climate Zone: 4c Section 3: Mechanical Systems List Quantity System Type & Description 1 CARRIER 50TCQD08C (Single Zone) : Single Package Heat Pump Heating Mode: Capacity = 48000 kBtu/h, Proposed Efficiency = 0.00 COP, Required Efficiency = 3.20 COP Cooling Mode: Capacity = 88000 kBtu/h, , Air Economizer Proposed Efficiency = 11.20 EER, Required Efficiency: 9.50 EER + 9.2 IPLV Fan System: SUPPLY I OFFICE/STORE -- Compliance (Motor nameplate HP method) : Passes Fans: FAN 1 Supply, Constant Volume, 3000 CFM, 1.5 motor nameplate hp SYSTEM COMPLIANCE FAILS: PROPOSED EFFICIENCY FAILS TO MEET CODE REQUIREMENTS. Section 4: Requirements Checklist Requirements Specific To: CARRIER 50TCQD08C : 1. Equipment minimum efficiency: Heat Pump: 3.20 COP 9.50 EER + 9.2 IPLV 2. Discharge dampers prohibited with fan motors > 25 hp ▪ 3. Integrated economizer is required for this location and system. ▪ 4. Cooling system provides a means to relieve excess outdoor air during economizer operation. Generic Requirements: Must be met by all systems to which the requirement is applicable: O 1. Plant equipment and system capacity no greater than needed to meet loads Exception(s): O Standby equipment automatically off when primary system is operating O Multiple units controlled to sequence operation as a function of load O 2. Minimum one temperature control device per system ▪ 3. Minimum one humidity control device per installed humidification/dehumidification system • 4. Load calculations per ASHRAE/ACCA Standard 183. • 5. Automatic Controls: Setback to 55°F (heat) and 85°F (cool); 7 -day clock, 2 -hour occupant override, 10 -hour backup Exception(s): 3 Continuously operating zones ▪ 6. Outside -air source for ventilation; system capable of reducing OSA to required minimum O 7. R-5 supply and return air duct insulation in unconditioned spaces Project Title: LUSH HANDMADE COSMETICS Report date: 06/15/17 Data filename: l\SYNOLOGYDS916101 Projects\2017 AME Projects\001 HTE LUSH110 WA Seatle (South Center Mall)1Energy Pro Files117001-10 Westfield Southcenter Mall Lush.cck Page 1 of 2 RECEIVED CITY OF TUKWILA JUL 12 2017 PERMIT CENTER DATE: 07.07.17 JOB NO: 1617 DRAWN: RP CHECKED: EA 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 U e- 0 IZ L,J z LTJ TO F- 0 V , 0 0 00 N 00 00 00!" cn N N < W D LU V / F- a /W V J 17001-10 WA SEATTLE (SOUTH CENTER MALL) REVISIONS REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 8 2017 City of Tukwila BUILDING DIVISION MECHANICAL COMCHECK SHEET NUMBER M5.1 PLUMBING FIXTURE SCHEDULE ITEM DESCRIPTION WASTE TRAP VT CW HW SPECIFICATIONS & REMARKS ®BRADFORD WATER HEATER - - - 1-1/4" 1-1/4" WHITE - 50 GALLON STORAGE TANK WATER HEATER, MODEL 50A-13.5KW-3. 13.5KW, 208V/3 PHASE. PROVIDE DRIP PAN, CIRCULATING PUMP & EXPANSION TANK guy gik1 RETAIL SINK 2" 2" 1-1/2" 3/4" 3/4" COMPARTMENT SINK. SEE ARCH. DRAWINGS FOR SPECS. PROVIDE THERMOSTATIC MIXING VALVE (LEONARD 370 -LF) FOR FAUCET TO LIMIT TEMP TO 105°F. Mr AI RETAIL SINK 2" 2" 1-1/2" 3/4" 3/4" 1 COMPARTMENT SINK. SEE ARCH. DRAWINGS FOR SPECS. PROVIDE THERMOSTATIC MIXING VALVE FOR FAUCET (LEONARD 370-LF)TO LIMIT TEMP TO 105°F. © Ak2 RETAIL SINK (2 COMPARTMENT) 2" 2" 1-1/2" 3/4" 3/4" COMPARTMENT SINK WITH 2 FAUCETS. SEE ARCH. DRAWINGS FOR SPECS. PROVIDE THERMOSTATIC MIXING VALVE (LEONARD 370-LF)TO LIMIT TEMP TO 105°F. © 4 RETAIL SINK 2" 2" 1-1/2" 3/4" 3/4" 1 COMPARTMENT SINK. SEE ARCH. DRAWINGS FOR SPECS. PROVIDE THERMOSTATIC MIXING VALVE (LEONARD 370 -LF) FOR FAUCET TO LIMIT TEMP TO 105°F. 4 ®UTILITY WASH SINK 3" 3" 2" 3/4" 3/4" GRIFFIN PRODUCTS T -SERIES SCULLERY SINK #T60-144 ; OWNER SPECIFIED FAUCET gip al MOP SINK 3" 3" 2" 3/4" 3/4" FIAT MSBID2424 WITH SERVICE SINK FAUCET. PROVIDE VACUUM BREAKER/BACKFLOW PREVENTER AS REQUIRED BY LOCAL CODE. Mr Allik LAVATORY 2" 1-1/2" 1-1/2" 3/4" 3/4" KOHLER WALL MOUNT SINK K -2084N WITH KOHLER K7518 FAUCET, 0.5 GPM. PROVIDE THERMOSTATIC MIXING VALVE LEONARD 270 -LF CASSE 1070 COMPLIANT) OR EQUAL TO LIMIT TEMP TO 110°- ADA COMPLIANT NIF (WALL HUNG) ®KOHLER WATER CLOSET 4" INT. 2" 3/4" - TANK WATER CLOSET - MODEL K3810, ELONGATED BOWL, WITH OPEN FRONT SEAT K -4731-C ;1.28 GPF, ADA COMPLIANT ,v (FD FLOOR DRAIN 3" 3" 1-1/2" - - J.R. SMITH OR EQUALWITH REMOVABLE STRAINER. PROVIDE PRIMER 1,yTRAP ®ICESEE MACHINE 3/4" ARCHITECTURAL DRAWINGS FOR SPECS. PROVIDE BACKFLOW PREVENTER AT WATER INLET. INDIRECT DRAIN TOv MOP SINK 111131kWATER COOLER 2" 1-1/2" 1-1/2" 3/4" - SEE ARCHITECTURAL DRAWINGS FOR SPECS. PROVIDE BACKFLOW PREVENTER AT WATER INLET. v WASTE & WATER FIXTURE UNITS FIXTURE WASTE WATER QTY FIXTURES UNITS TOTAL COLD WATER FIXTURES UNITS TOTAL HOT WATER FIXTURES UNITS TOTAL MOP SINK / UTILITY SINK 2 3 6 3 6 3 6 WATER CLOSET -FLUSH TANK 1 4 4 2.5 2.5 - - LAVATORY 1 1 1 1 1 1 1 RETAIL SINK -1 COMPARTMENT 3 2 6 2 6 2 6 RETAIL SINK - 2 COMP/2 FAUCETS 1 4 4 4 4 4 4 ICE MACHINE 1 - - 1 1 - - FLOORDRAIN 1 2 2 - - - - WATER COOLER 1 .5 .5 .5 .5 - - TOTAL 23.5 21.0 15 SEWER LINE - 4" (23 FU) CURVE (FT TYPE) - WATER LINE = 1-1/4" CW (NEW) NOTES TO CONTRACTOR A. PLUMBING CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS BEFORE START OF WORK AND ORDERING. B. CONTRACTORS TO PREPARE SHOP DRAWINGS AFTER CONDUCTING SITE SURVEY. THE SHOP DRAWINGS MUST PROVIDE THE NECESSARY INSTALLATIONS , CUSTOMIZED ACCORDING TO ACTUAL SITE CONDITIONS. PROVIDE A COPY TO THE CLIENT, ARCHITECT & ENGINEERS A WEEK PRIOR TO MOBILIZATION. C. CONTRACTOR TO PREPARE TWO COPIES OF RED LINE AS -BUILT DRAWINGS. USE THE SHOP DRAWINGS AS THE BASE PLAN, RED PENCIL (NOT PEN) TO UPDATE THE SAID AS -BUILT EVERYDAY. THE FIRST COPY IS FOR TECHNICIAN REFERENCE WHILE WORKING. THE SECOND COPY SHOULD BE KEPT CLEAN, NEAT, & LEGIBLE. THIS SHALL BE USED FOR INSPECTION, MEETING, RFI PREPARATION, AND OTHER APPLICATIONS WHEREON A CLEAN, NEAT, & LEGIBLE COPY IS NECESSARY. PRIOR TO RELEASE OF FINAL PAYMENT, THE SECOND COPY MUST BE CERTIFIED BY THE CONTRACTOR'S LICENSEE AS COMPLETE & CORRECT. SCAN AND PROVIDE ELECTRONIC COPY TO THE CLIENT, ARCHITECT, & ENGINEERS. THE HARD COPY MUST BE KEPT BY THE CONTRACTOR DURING WARRANTY PERIOD AND MUST BE SUBMITTED TO STORE MANAGER ON THE LAST DAY OF WARRANTY. D. SHOULD THE CONTRACTOR BE UNABLE TO FOLLOW PLANS AND THERE IS A NEED TO DEVIATE FROM PLANS SIGNIFANTLY, CONTRACTOR MUST, USING ITS OFFICIAL FORM, SEND REQUEST FOR INFORMATION (RFI) OR REQUEST FOR CLEARANCE TO THE ARCHITECT OF RECORD & COPY FURNISH THE ENGINEERS. THE RFI MUST BE CONCISE & SUPPORTED W/ SKETCH, DRAWINGS, CUT SHEET AND/OR OTHER MATERIALS THAT WILL HELP THE ENGINEERS RESPOND PRECISELY AND QUICKLY. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE AND BEAR THE COSTS OF ANY ADDITIONAL CHARGES THAT MAY RESULT FROM PLAN DEVIATIONS WITHOUT AUTHORIZATION FROM OWNER OR ENGINEER. E. PLANS ARE SUBJECT TO CHANGE PENDING ALL REQUIRED CITY/MUNICIPALITY APPROVALS & PERMITS. SYMBOLS AND LEGEND SYMBOLS ABBREV. DESCRIPTION LOCATION W W V CW HW HWR GW G CD SOL CWV DS FS WCO CO FD POC TP SEWER WASTE ABOVE SEWER WASTE BELOW VENT LINE COLD WATER HOT WATER HOT WATER RETURN GREASE WASTE GAS CONDENSATE DRAIN SOIL ,WASTE ABOVE FLOOR OR GRADE COMBINATION WASTE & VENT DOWNSPOUT NEW TO EXISTING CONNECTION FLOOR SINK WALL CLEAN OUT CLEAN OUT TO GRADE FLOOR DRAIN POINT OF CONNECTION TRAP PRIMER CAST IRON NO HUB ABOVE GRADE BELOW GRADE STORM DRAIN • • • • • GW G CD WROUGHT COPPER CWV DS COPPER TYPE "L" HARD DRAWN el ii-) -&- INDIRECT WASTE CONDENSATE DRAIN COPPER TYPE "M" HARD DRAWN 0 �TP� AP ACCESS PANEL RIC ROUGH -IN & CONNECT ASR AUTO. FIRE SPRINKLER RISER RD ROOF DRAIN BFP BACKFLOW PREVENTER SOC SHUT OFF COCK BC BALANCING COCK SOV SHUT OFF VALVE CB CATCH BASIN NA NOT APPLICABLE COYB CLEANOUT IN YARD BOX N.I.C. NOT IN CONTRACT CO CLEANOUT ORD OVERFLOW ROOF DRAIN HDR HEADER PRV PRESSURE REDUCING VALVE I.D. INDIRECT DRAIN (N) NEW I.E. INVERT ELEVATION (E) EXISTING MH MANHOLE MPG MEDIUM PRESSURE GAS PIPE MATERIAL SCHEDULE SERVICE PIPE FITTINGS LOCATION WASTE & VENT CAST IRON NO HUB CAST IRON NO HUB ABOVE GRADE BELOW GRADE STORM DRAIN CAST IRON NO HUB CAST IRON NO HUB ABOVE GRADE BELOW GRADE HOT AND COLD WATER COPPER TYPE "L" HARD DRAWN WROUGHT COPPER ABOVE GRADE COLD WATER COPPER TYPE "L" HARD DRAWN WROUGHT COPPER BELOW GRADE INDIRECT WASTE CONDENSATE DRAIN COPPER TYPE "M" HARD DRAWN WROUGHT COOPER ABOVE GRADE *NO PVC ABOVE GRADE. NO PIPING DEMISING WALLS 3/4" T/P RELIEF LINE TO MOP SINK RELIEF VALVEA T-1>V NOTE: SEE STRUCTURAL DRAWINGS FOR PLATFORM & MOUNTING DETAILS 3/4" -TYPE "M" COPPER DRAIN TO MOP SINK 1-1/4" 1-1/4"CW E'XPANSION TANK (AMTROL ST -12, 4.4 GAL) HWR O 7-1 ° ° 6'-8" MIN. TO FF H/3 H/3 VACUUM RELIEF VALVE TACO GENIE SEISMIC STRAPS SEISMIC STRAPS 304 S.S. DRAIN PAN WALL MOUNTED PLATFORM MOP SINK FIN. FLR WATER HEATER DETAIL GENERAL NOTES 1. ALL WORK SHALL CONFORM TO THE PLUMBING CODE LOCAL CODES, INCLUDING INSTALLATION OF ALL REQUIRED CLEANOUTS PER PLUMBING CODE. 2. VERIFY SIZE, DEPTH, LOCATION AND ADEQUACY OF ALL UTILITIES (SEWER, CW AND VENT). 3. ALL PIPING IN FINISHED AREAS SHALL BE CONCEALED WHERE POSSIBLE,AND EXPOSED PIPING SHALL BE RUN AS HIGH AS POSSIBLE AND TIGHT TO WALLS. 4. ALL LINES TO BE AWAY FROM BEARING FOOTINGS, OR AS DIRECTED BY STRUCTURAL ENGINEER. 5. INSTALL BACKFLOW PROTECTION DEVICES AS REQUIRED BY LOCAL CODES. 6. ALL APPLIANCE AND PLUMBING VENTS SHALL BE AT LEAST TEN (10) FEET IN HORIZONTAL DIRECTION OR THREE (3) FEET ABOVE THE OUTSIDE AIR INTAKES FOR HVAC UNITS. 7. SEWER TO BE RUN @ 1/4" SLOPE. LARGER LINE MAY BE INSTALLED AT A SLOPE OF NOT LESS THAN 1% WHEN FIRST APPROVED BY THE BUILDING DEPARTMENT, MEETING FU RATING OF PLUMBING CODES. 8. ALL REQUIRED CLEANOUTS SHALL BE INSTALLED AS PER STATE AND LOCAL PLUMBING CODE. 9. PROVIDE SHUT OFF VALVES FOR ALL PLUMBING FIXTURES. 10. USE DIELECTRIC UNIONS TO CONNECT STEEL AND COPPER OR BRASS PIPES & FIXTURES. 11. INSPECT & TEST ALL EXISTING SANITARY SEWER LINES AND WATER SUPPLY LINES. REPAIR AND/OR REPLACE, AS REQUIRED. 12. NEW OR REPAIRED POTABLE WATER SYSTEMS SHALL BE DISINFECTED PRIOR TO USE WHEN REQUIRED BY AUTHORITY HAVING JURISDICTION 12. ALL HW, HWR, CW DOMESTIC WATER PIPING SHALL BE INSULATED IN ACCORDANCE WITH SECTION 0403.2.8 AND TABLE C403.2.8 OR SECTION C404.6 OF THE WASHINGTON STATE ENERGY CODE AS APPLICABLE. LANDLORD NOTES • TENANT'S CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL WITHIN LANDLORD'S TENANT CRITERIA MANUAL INCLUDING MALL MANAGEMENTS RULES AND REGULATIONS. • TENANT'S CONTRACTOR IS TO HAVE ALL WEATHERPROOFING OF ROOF PENETRATIONS DONE BY LANDLORD'S APPROVED ROOFING CONTRACTOR AT TENANT'S EXPENSE. • VERIFY WITH THE LANDLORD'S OPERATION MANAGER ON ANY UPGRADES TO EXISTING SYSTEM THAT MAY BE REQUIRED TO BRING TENANT'S SYSTEM UP TO CURRENT LANDLORD'S STANDARD. • ALL EQUIPMENT, FIXTURES ETC THAT IS TO BE REUSED MUST BE REFURBISHED TO "LIKE NEW" CONDITION. • VERIFY ANY DEMOLITION WORK AND ANY NEW WORK, REQUIRED BY THE LANDLORD THAT IS NOT SHOWN ON PLANS WITH THE LANDLORD'S OPERATIONS MANAGER, PRIOR TO BID. • VERIFY LANDLORD'S FLOOR SLAB SAW CUTTING / CORING AND WATERPROOFING REQUIREMENTS WITH THE LANDLORD'S OPERATIONS MANAGER PRIOR TO BID. MAY BE REQUIRED TO PERFORM RADAR / SONAR / X-RAY VERIFICATION SURVEY OF FLOOR SLAB AND / OR LANDLORD'S WATERPROOFING CONTRACTOR. PLUMBING DRAWING SHEET INDEX SHEET # SHEET TITLE REMARKS P0.1 GENERAL NOTES SYMBOLS LEGEND AND SHEET INDEX PERMIT SET P2.1 PLUMBING FLOOR PLANS PERMIT SET DRAWN BY: NA CHECK BY: NA STAMPED/SIGNED: KK RECEIVED CITY OF TUKWILA JUL 12 2017 PERMIT CENTER crtSa DATE: 07.07.17 JOB NO: 1617 DRAWN: NA CHECKED: NA 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 En 0 C.� .7D 0 0 pH 0 0 0 00 17001-10 WA SEATTLE'(SOUTH CENTER MALL) REVISIONS REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 8 2017 City of Tukwila BUILDING DIVISION GENERAL NOTES SYMBOLS LEGEND AND SHEET INDEX SHEET NUMBER P0.1 GENERAL NOTES: A. CONTRACTOR TO VERIFY EXACT LOCATION, SIZE, DIRECTION AND DEPTH OF EXISTING UTILITIES PRIOR TO BID & COMMENCING WORK. B. WHERE CONDITIONS ARE SHOWN OR NOTED AS EXISTING, THEY ARE BASED ON THE BEST INFORMATION CURRENTLY AVAILABLE AT THE TIME OF PREPARATION OF THESE DRAWINGS. NO WARRANTY IS IMPLIED AS TO THE ACCURACY OF SAME HOWEVER AND CONTRACTOR IS TO FIELD VERIFY ALL CONDITIONS, SHOULD FIELD CONDITIONS DIFFER FROM THOSE SHOWN HEREIN THEY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. CONTRACTOR NOTES: A. ALL WASTE LINES SLOPED AT 2%. B. PROVIDE TRAP PRIMER FOR FLOOR DRAIN. C. PROVIDE THERMOSTATIC MIXING VALVES PER SCHEDULE FOR ALL RETAIL SINKS AND LAVATORY. 1 2 3 4 5 6 7 KEYNOTES: 3/4"CW MANIFOLD DOWN TO ICE MACHINE(IM-1)(1/2"CW) AND MOP SINK(MS-1)(3/4"CW). 3/4"CW & HW MANIFOLD UP TO 2 FAUCETS (3/4"HW & CW EACH FAUCET) INDIRECT DRAIN TO MOP SINK. PROVIDE FLOOR PLATFORM AS NECESSARY FOR ICE MACHINE TO GRAVITY DRAIN TO MOP SINK. ISLAND SINK VENTING VERIFY DRAINAGE REQUIREMENTS OF WATER COOLER FROM MANUFACTURER'S INSTALLATION INSTRUCTIONS. PROVIDE FLOOR SINK IF INDIRECT DRAINAGE REQUIRED. PROVIDE 1"CONDENSATE LINE FOR HVAC UNIT ON ROOF &, TERMINATE AT LAVATORY TAILPIECE. CONTRACTOR TO VERIFY IN FIELD THE EXACT SIZE, LOCATION, POINT OF CONNECTION OF EXISTING WATER, WASTE & VENTS. / Y RECEIVED CITY OF TUKWILA DATE: 07.07.17 JOB NO: 1617 DRAWN: NA CHECKED: NA 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 a vD 0 0 u ) be) C a n`0 Cr) 0 0 0 0 Df ,UA/ /0===/gfnf CFNTP R MALI 0 V) C\ (r) 17001-10 WA SEATTLE (SOUTH CENTER MALL) REVISIONS REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 8 2017 City of Tukwila BUILDING DIVISION PLUMBING FLOOR PLANS SHEET NUMBER P2.1 7 "V(N) I TO MALL MAIN—+ I .. • [ et.Vd SAA07 — PPP FIXEDS4ELVES 42'x24' I'.?P FIXED SHELVES 1'2'z 24' P�PP FI%'e0S L'rS 42'x24' SUBMETER. 13,09 Sv Poi, PPP F::(:i S'.I'. :`. __ 42'x24' Pr. t3'_'J0 01000 42'x:'1' V.PP FI%E OS,IEI `!tS 42's 24' VERIFY LL---�� PPP MOBLE STORAGE 47x24' • PPP UOOLE STOPAGE • 42,124. xr'n 9 VOILE AISLE 30' REQUIREMENTS© 1-1/4°CW " ' 1 - I U S \L --J/ / \ / 7 VJ , '0 `l 6 - C0 � 1-1/4"CW D b 3/4"C _ C " 5 _ C- r:01- I 1-1/2"V 1 • _ —--- - C.HT: 10'-0" -11111/4'4'"HW ^ 1 '-J 1"CW&HW --J ; il p • mm [3NIHCNW I .� _ I mm -11� 30I 1 • 3NIHC t1W e>, 55:.`'.1; en, Fsvrn il, 432 �4 W `• p Li 1 a • . _._._ 4-v.r.:=-.,...., _•u • • • . 71 a 1"HW- , 3"V L 21'V 3/4''R7/ , =LL I : {—LIN WH MS I°• ...) • 7 • 12"W • Lricw 1 3 4 W&HW- 1 STP I ? 4V _ -Sn:IP P : GENERAL NOTES GENERAL CONSTRUCTION: I. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO SIMILAR CONDITIONS ELSEWHERE. THE CONTRACTOR SHALL FIELD CHECK AND VERIFY ALL EXISTING CONDITIONS INCLUDING ANY EXISTING CONSTRUCTION AND REPORT ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES BETWEEN CONSTRUCTION DOCUMENTS AND ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL NOT PHOTOCOPY (OR OTHER REPRODUCTION MEANS) STRUCTURAL PLANS OR DETAILS FOR THE CREATION OF SHOP DRAWINGS. IF THE SHOP DRAWINGS ARE SUBMITTED AS SUCH, THEY WILL BE REJECTED AND RETURNED TO THE CONTRACTOR. GENERAL CONTRACTOR SHALL COORDINATE SPECIAL INSPECTION REQUIREMENTS WITH THE AUTHORITY HAVING JURISDICTION AND HIRE INSPECTION COMPANIES WITH LICENSED ENGINEERS IN THE STATE WHERE THE PROJECT 15 LOCATED. THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR REMOVING AND REPLACING ANY ARCHITECTURAL FINISHES THAT ARE INSTALLED PRIOR TO THE STRUCTURAL ELEMENTS BEING INSPECTED. 6. SHOP DRAWINGS ARE REQUIRED FOR THE FOLLOWING: A. STRUCTURAL STEEL DESIGN CRITERIA: I. THE STRUCTURAL ENGINEERING DESIGN 15 BASED WITH THE FOLLOWING CODE(S): WASHINGTON BUILDING CODE, WHICH 15 BASED ON THE CODE 2015 EDITION ON AND IN ACCORDANCE INTERNATIONAL BUILDING CEILING LOADS: CEILING LOADS TYPICAL: DEAD LOADS 6 P5F 5. INTERIOR WALLS AND PARTITIONS: LIVE LOAD 5 P5F (HORIZONTAL) 4. WIND LOAD: ULTIMATE WIND SPEED Vu.T - 110 mph NOMINAL WIND SPEED VAsc, = 85 mph RISK CATEGORY II WIND IMPORTANCE FACTOR (Ii.4) 1.0 WIND EXPOSURE INTERNAL PRESSURE COEFFICIENTS (GG1,) ..+B/- 0.18 5. SEISMIC: RISK CATEGORY II SEISMIC IMPORTANCE FACTOR (I) 1.0 SPECTRAL RESPONSE ACCELERATIONS 5s = I.456g, 51= 0.545g SOIL SITE GLASS D SPECTRAL RESPONSE COEFFICIENT Sys = 0.g11g, 501= 0.545g SEISMIC DESIGN CATEGORY D STRUCTURAL STEEL: I. ALL STRUCTURAL STEEL SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE TO AISG "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS," FOURTEENTH EDITION. 2. ALL STRUCTURAL STEEL UNLESS OTHERWISE NOTED SHALL CONFORM TO THE FOLLOWING ASTM SPECIFICATIONS: ANGLES A56 STRUCTURAL PLATE AND BARS A56 STEEL TUBING A500 GRADE B ALL WELDED CONNECTIONS FOR STRUCTURAL STEEL SHALL CONFORM TO AWS "STRUCTURAL WELDING CODE," DI.1 - 04. UNLESS OTHERWISE SHOWN OR NOTED ON THE DRAWINGS, ALL WELDED CONNECTIONS SHALL BE MADE WITH E70 -XX ELECTRODES. SHIELDED METAL ARG WELDING PROCESS SHALL USE LOW HYDROGEN ELECTRODES. PROVIDE ALL BOLT HOLES, STUDS, ANCHORS, AND CLIP ANGLES REQUIRED TO ATTACH OTHER MATERIALS A5 SHOWN ON THE DRAWINGS. 6. PROVIDE FILLET WELDS AT ALL CONTACT JOINTS BETWEEN STEEL MEMBERS WHEN CONNECTIONS ARE NOT SPECIFICALLY GALLED OUT ON THE DRAWINGS. WELDS SHALL BE 1/4 CONTINUOUS FILLET WELDS IN ACCORDANCE WITH AW5 DI.I. GOLD -FORMED METAL FRAMING: I. STRUCTURAL GOLD -FORMED METAL (LIGHT -GAGE) FRAMING SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE AI5I "SPECIFICATION FOR GOLD -FORMED STEEL STRUCTURAL MEMBERS". 2. STRUCTURAL DRAWINGS TYPICALLY SHOW ONLY THE PRIMARY STRUCTURAL FRAMING ELEMENTS OF THE SYSTEM. CONTRACTOR SHALL PROVIDE ALL ACCESSORIES INCLUDING TRACKS, WEB STIFFENERS, BLOCKING, LINTELS, CLIP ANGLES, FASTENING DEVICES, BRACING AND OTHER ACCESSORIES AS RECOMMENDED BY THE MANUFACTURER TO PROVIDE A COMPLETE FRAMING SYSTEM. 5. STEEL FOR 12, 14 AND 16 GAGE STUDS AND JOISTS SHALL HAVE MINIMUM YIELD STRENGTH OF 50 KSI. STEEL FOR ALL 18, 20 AND 25 GAGE STUDS AND JOISTS, ALL GAGES OF TRACK, ALL DIAGONAL TENSION STRAPS OR BRACES AND BRIDGING SHALL HAVE MINIMUM YIELD STRENGTH OF 35 K51. STEEL SHALL BE GALVANIZED. 4. FASTENING OF COMPONENTS SHALL BE WITH SELF -TAPPING SCREWS OR WELDS. ALL WELDS OF GALVANIZED STEEL SHALL BE TOUGHED UP WITH ZING -RIGH PAINT. 5. ALL STUDS SHALL BE SECURELY SEATED FOR FULL END BEARING ON TOP AND BOTTOM TRACK. PROVIDE DOUBLE STUDS (MINIMUM) AT ALL JAMBS, CORNERS, INTERSECTIONS AND BEAM BEARING. b. SCREWS SHALL BE SELF -TAPPING PAN HEAD, HEX HEAD, OR WAFER HEAD SHEET METAL SCREWS. SCREWS SHALL HAVE A MINIMUM FREE EDGE DISTANCE OF 1/2 INCH. 1. ALL WELDING SHALL BE PERFORMED BY WELDERS EXPERIENCED IN LIGHT GA6E, STRUCTURAL STEEL FRAMING WORK. 8. •STUDS SIZE WHERE NOT SPECIFICALLY NOTED ON DETAILS SHALL BE 1-3/8 INCH WIDE BY 3-5/8 INCH DEEP BY 20 GAGE (5625131-33) MINIMUM. TRACK SIZE WHERE NOT SPECIFICALLY NOTED ON DETAILS SHALL BE I-1/4" WIDE BY 3-5/8 INCH BY 20 GAGE (362TI25-33) MINIMUM. PROVIDE STUD WALL BRIDGING ACCORDING TO MANUFACTURERS LATEST RECOMMENDATIONS. 10. ANCHOR STUD TRACKS TO CONCRETE WITH HILTI POWDER -ACTUATED X -U FASTENERS (OR APPROVED EQUAL) WITH A MINIMUM SHANK DIAMETER OF 0.151", AND MINIMUM PENETRATION OF I -I/8". SPACE FASTENERS AT 12" 0.G. MAXIMUM. II. CONNECT METAL TRACK TO EACH LEG OF METAL STUDS WITH 4110 SELF -DRILLING SHEET METAL SCREWS. POST INSTALLED ANCHORS: 1. ALL BOLTS INDICATED A5 CONCRETE EXPANSION ANCHORS (G.E.A) SHALL BE HILTI KWIK-BOLT TZ OR APPROVED EQUAL. THE FOLLOWING 15 THE MINIMUM ACCEPTABLE CRITERIA: SIZE MINIMUM ULTIMATE ULTIMATE EMBEDMENT TENSILE LOAD SHEAR LOAD 1/2" DIA 5 1/2" 1,855 LB5 8,210 LB5 5/8" DIA 4" 11,835 LB5 14,170 LBS 3/4" DIA 4 5/4" 16,515 LBS 20,030 LBS * THE ABOVE ULTIMATE LOADS ARE FOR 3000 PSI CONCRETE. ALLOWABLE LOADS ARE SIGNIFICANTLY REDUCED. 2 ALL CONCRETE EXPANSION ANCHORS SHALL BE GALVANIZED. 3 ALL ANCHORS SHALL BE INSTALLED A MAXIMUM OF FOUR INCHES FROM THE LEADING EDGE OF MEMBER TO BE ATTACHED. 4. ANCHOR INSTALLATION SHALL CONFORM TO MANUFACTURER'S REQUIREMENTS. SPECIAL INSPECTION AND TESTING I. STRUCTURAL INSPECTIONS SHALL BE PROVIDED IN ACCORDANCE WITH CHAPTER 11 OF THE 2015 IBC. 17 15 THE GENERAL CONTRACTORS RESPONSIBILITY TO SCHEDULE AND COORDINATE THE PERFORMANCE OF INSPECTIONS AND TESTING IN ACCORDANCE WITH THE SPECIFICATIONS, BUILDING LODE AND THE SPECIAL INSPECTION SCHEDULES. SPECIAL INSPECTION AND TESTING SHALL BE PERFORMED BY A QUALIFIED PERSON OR AGENCY THAT 15 APPROVED BY THE BUILDING OFFICIAL. INSPECTIONS PROVIDED BY LOCAL BUILDING OFFICIALS SHALL NOT BE CONSIDERED A SUBSTITUTION FOR SPECIAL INSPECTIONS OR TESTING REQUIREMENTS. 4. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: A. THE SPECIAL INSPECTOR SHALL INSPECT THE WORK A5 REQUIRED BY THE SPECIAL INSPECTION SCHEDULES TO ENSURE THAT THE WORK IS IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. B. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR SHALL IMPLEMENT A TIMELY PLAN TO CORRECT ANY DISCREPANCIES. IN THE EVENT THE DISCREPANCIES ARE NOT CORRECTED, THE ENGINEER, ARCHITECT AND BUILDING OFFICIAL SHALL BE NOTIFIED. C. THE SPECIAL INSPECTOR SHALL PROVIDE INSPECTION REPORTS TO THE GENERAL CONTRACTOR, ARCHITECT, ENGINEER AND THE BUILDING OFFICIAL IN A TIMELY MANNER. SPECIAL INSPECTION AND VERIFICATION OF CONCRETE CONSTRUCTION VERIFICATION AND INSPECTION TASK FREQUENCY OF INSPECTION REFERENCE FOR CRITERIA CONTINUOUS DURING TASK LISTED PERIODICALLY DURING TASK LISTED IBC SECTION REFERENCE STANDARD I. INSPECTION OF ANCHORS INSTALLED IN HARDENED CONCRETE. X I6112.I AGI 518: 5.8.6, 8.1.3, 21.2.8 SPECIAL INSPECTION AND VERIFICATION OF STEEL CONSTRUCTION CONTINUOUS DURING TASK LISTED FREQUENCY OF INSPECTION REFERENCE FOR CRITERIA CONTINUOUS DURING TASK LISTED PERIODICALLY DURING TASK LISTED IBC SECTION REFERENCE STANDARD I. MATERIAL VERIFICATION OF STRUCTURAL STEEL AND GOLD -FORMED STEEL DECK. a. FOR STRUCTURAL STEEL, IDENTIFICATION MARKINGS TO CONFORM TO AISG 560. X AISG 360 SECTION M2.5 b. MANUFACTURER'S CERTIFIED TEST REPORTS. X 2. MATERIAL VERIFICATION OF WELD FILLER MATERIALS: a. IDENTIFICATION MARKINGS TO CONFORM TO AWS SPECIFICATION IN THE APPROVED CONSTRUCTION DOCUMENTS. • X AISG 360 SECTION A3.5 AND APPLICABLE 5W5 A5 DOCUMENTS b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED. X 3. INSPECTION OF WELDING: a. STRUCTURAL STEEL • SINGLE -PASS FILLET WELDS < 5/16. , X 1104.5.1 AWS DI.1 EXISTING JOISTS NOTE #3 SUSPENDD DROP IN CEILING SH L GONFO TO REQUIREMENTS LIS D IN ASCE 17-10 SECTION 13.5.6.2.2 EDGE MOLDING: DGGM21 BOTTOM OF CEILING NG METAL GR055 TEE GL24 @ 24" 0.0. TYP. OF CEILING 5625131-43 CEILING JOIST @ 24" O.G. TYPICAL BUI BUI BUI BI (HIGH) 132 (LOW) BUI 51 (HIGH) B2 (LOW) 01 CEILING FRAMING PLAN • SCALE: I/4"= I' -O" PLAN NOTES: I. COORDINATE ALL DIMENSIONS, DROPS AND MECHANICAL OPENINGS WITH ARCHITECTURAL DRAWINGS. 2. EXISTING FINISH FLOOR = 100'-0" 3. CONTRACTOR TO EXPOSE EXISTING FRAMING AND CONTACT ENGINEER. 4. CONTRACTOR TO. FIELD VERIFY BOTTOM OF EXISTING DECK = 111'-0" 5. LSV = LONG SIDE VERTICAL 6. LSH = LONG SIDE HORIZONTAL 1. T.O.S. = TOP OF STEEL. 8. GI = H55 5 I/2x3 I/2x3/16 g. 131 = HSS 6x3x3/I6 (LSV) T.O.S. 110'-10 1/2" 10. B2 = H55 6x3x3/I6 (LSV) T.0.5. = 105'-6" II. B3'= H55 8x4xI/4 (LSH) T.0.5. = II0'-4 1/2" 12. BUI = BUILT UP MEMBER, REFERENCE DETAILS LEGEND: 48" 0.G. MAXIMUM v Rt_ 0 12 GAGE WIRE, REFERENCE ® ARCHITECTURAL DETAIL 05/A-0.6 cy INDICATES DIAGONAL BRACING TO STRUCTURE ABOVE AT 8'-0" O.G. EACH WAY AND MAXIMUM 4'-0" FROM EL REFERENCE ARCHITECTURAL DETAIL 11/5-2.0 INDICATES AREA OF DROPPED CEILING INDICATES EXISTING STEEL FRAMING INDICATES CHANGE IN CEILING HEIGHT SSI DALLAS SSE OMAHA ESE DENVER '1 p\� ESS PORTLAND N RECEIVED CITY OF TUKWILA JUL 122017 PERMIT CENTER Stenstrom-Schneider, Inc. 15441 Knoll Trail Suite 120 Dallas, TX. 75248 (214) 461-9831 SSI #11115 DATE: 07.10.17 JOB NO: 1617 DRAWN: FL CHECKED: DED 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 0 • UD 0 -0 0 L SOUTHCENTER w N Z N U W � � -w � W � Q L.L. O W ~ OCO w N 01-10-2011 REVISIONS REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 8 2017 City of Tukwila BUILDING DIVISION C;ENER41. NOTES 4 PRFLIM INCA I`'1 -4N SHEET NUMBER 1 -BUILT UP MEMBER - BUI 16" APART WATER HEATER NOTE: STUDS SUPPORTING WATER HEATER SHALL BE BRACED PER DETAIL 02/5-2.0 HOLDRITE 60-S1/HP-W WALL MOUNTED WATER HEATER PLATFORM ASSEMBLY MAXIMUM OPERATING WEIGHT 620 L55 HOLDRITE 60-5WHP-W WALL MOUNTED WATER HEATER PLATFORM ASSEMBLY - CONTROLS OI WATER HEATER PLATFORM SCALE: I I/2"=1'-0" OF EXISTING JOIST HOLDRITE 05-50 QUICK STRAP CEILING WIRE 3'-0" I. 3'-0" MAXIMUM MAXIMUM TYPICAL 10 SECTION SCALE: 3/4"=1'-0" STEEL BEAM REFERENCE PLAN I 5 TYPICAL DETAIL SCALE: I I/2"=1'-0" ELEVATION = +6'-8" ABOVE FINISH FLOOR MINIMUM BUILT UP MEMBER BUI 16 GAGE CLIP WITH 4 #10 SCREWS INTO STUD AND BUILT-UP BEAM 362TI25-43 WITH #10 SCREWS @ 6" O.G. EACH LEG 3625162-43 CONTINUOUS 150F125-33 HAT CHANNEL WITH 2 - #I0 SCREWS @ 4'-O" O.G. MAXIMUM MAXIMUM 1 1 BRACE 3625162-43 EACH STUD WITH 3 - #10 SCREWS EACH END (12'-0MAXIMUM LENGTH) BUILT UP MEMBER - BUI I 1/4"4) x I/8" THICK COMPRESSION POST CEILING 02 TY I CAL STUD BRACING SCALE: 11/2"=1'-0" - EXISTING METAL STUD WALL (VERIFY TO BE 3625131-53 OR LARGER) - 2 - #IO SCREWS AT EACH FRAMING MEMBER - EDGE MOLDING - REFERENCE PLAN O6 GROSS TIE OR STRAIGHT MAIN TEE, REFERENCE PLAN #10 SCREW BOTTOM OF EDGE MOLDING TO FRAMING MEMBER TYPICAL CEILING AT WALL CONNECTION SCALE: 3"=I'-0" 12 GAGE WIRE ® 45° ANGLE FRM CEILING, g0° EACH DIRECTION (4 @ EACH POST) CR05S TEE SEE PLAN MAIN TEE SEE PLAN II DETAIL SCALE: NONE H55 COLUMN REFERENCE PLAN PLATE 5/8" WITH 2 - 5/8"0 HILTI KWIK BOLT TZ (EMBED = 4") EXISTING CONCRETE SLAB ON GRADE 1 COLUMN BASE CONNECTION SCALE: I I/2"=1' -O" CEILING FRAMING REFERENCE PLAN 2- #I0 SCREWS AT EACH STUD, TYPICAL CEILING JOIST REFERENCE PLAN #10 SCREW TOP AND BOTTOM OF 562TI25-33 (20 GAGE) TRACK TO CEILING JOIST EXISTING METAL STUD WALL (VERIFY STUDS TO BE 6005I31-33) TYPICAL CEILING 03 AT WALL FRAMING SCALE: 11/2"= I'-0 CEILING FRAMING REFERENCE PLAN CEILING FRAMING REFERENCE PLAN I'-0" MAXIMUM MECHANICAL DUCT CEILING FRAMING REFERENCE PLAN TYPICAL 01 MECHANICAL DUCT FRAMING SCALE: I I/2"= I'-0" EXISTING ROOF DECK #12 SCREW @ 6" 0.C. AT ROOF CONDITION END FOR ATTACHMENT EXISTING STEEL JOIST L2x2x1/4 NOTE: REFERENCE ARCHTECTURAL/ MECHANICAL DRAWINGS FOR LOCATION, SIZE AND NUMBER OF OPENINGS. 2 MECHANICAL OPENINGS AT ROOF SCALE: NONE H55 REFERENCE PLAN 562TI25-45 WITH - HILTI X -U INTO STEEL AND I - #10 SCREW INTO EACH LEG 11 SECTION SCALE: 11/2"=1'-0 3625131-43 @ 24" TYPICAL 4x4xI6 GA. CLIP ANGLE WITH 2 - HILTI X -U INTO STEEL BEAM AND 2 - #10 SCREWS INTO METAL STUD CEILING WIRE CEILING FRAMING REFERENCE PLAN DGTCgo TRANSITION CLIP CR055 TIE OR STRAIGHT MAIN TEE, REFERENCE PLAN 04 TYPICAL DETAIL SCALE: 3"=11-0" 11 11 BUILT-UP MEMBER SUI EXISTING STEEL JOIST OS SECTION !L OF JOIST 1 SCALE: I 1/2"=1'-0" 6'-0" MAXIMUM VARIES 2'-0" MAXIMUM COPE FLANGE EQUAL EQUAL AT EACH END FOR ATTACHMENT TYIPICAL REFERENCE ARCHITECTURAL FOR HOLE LOCATION ANGLE SUPPORT FRAME L4x4x5/I6 PLAN VIEW OF JOIST 11 1 I II 1'I 11 11 11 11 II 9 m 15 MECHAN I GAL OPENINGS AT ROOF SCALE: NONE QzzP .. 0 REFERENCE ARCHITECTURAL EXHAUST FAN I1/2" #I2 SCREW ® 6" 0.C. 14 GAGE STEEL #I2 SCREWS 6" O.C. 05 OPENING AT . EXHAUST FAN SCALE: NONE SIMPSON LSTA4i EACH SIDE OF STUD BUILT-UP MEMBER BUI 362TI25-45 WITH 2 - #I0 SCREWS @ 24" 0.0. AND I - #10 SCREW INTO EACH STUD 3625162-43 @ 24" O.G. MAX Q5 SECTION SCALE: I 1/2"=1'-0" CEILING FRAMING SEE PLAN 5625131-43 @ 24" 0.G. 2 - #10 SCREWS TYPICAL 0 EXISTING STUD WALL / / / / / / / / / / 0 0 Oq SECTION SCALE: I I/2"=1'-0 BUILT-UP MEMBER BUI CONTINUOUS I50FI25-35 CHANNEL WITH 2 #10 SCREWS @ 4'-0" O.G. MAX. E 0 DIAGONAL 3625162-43 WITH 2 - #10 SCREWS INTO EACH STUD 5625162-43 24" 0.G. TYPICAL 1 4 SECTION SCALE: I"=I'-O" RECEIVED CITY OF TUKWILA JUL 12 2017 PERMIT CENTER \,,, 41. Stenstrom-Schneider, Inc. 15441 Knoll Trail SSI DALLAS Suite 120 SSE OMAHA A�Z,� Dallas, TX. 75248 ESE DENVER �p\� (214) 461-9831 ESS PORTLAND • 551 *7115 DATE: 07.10.17 JOB NO: 1617 DRAWN: FL CHECKED: DED 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 co U IELD SOUTHCENTER SOUTHCENTER MALL o 00 N i 00 00 00 LTJ D L� LTJ 01-10-2011 REVISIONS REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 8 2017 City of Tukwila BUILDING DIVISION SHEET NUMBER �� l/ 3/161 L4x4x5/I6 L4x4x5/I6 COPE FLANGE AT EACH END FOR ATTACHMENT EXISTING STEEL JOIST L2x2x1/4 NOTE: REFERENCE ARCHTECTURAL/ MECHANICAL DRAWINGS FOR LOCATION, SIZE AND NUMBER OF OPENINGS. 2 MECHANICAL OPENINGS AT ROOF SCALE: NONE H55 REFERENCE PLAN 562TI25-45 WITH - HILTI X -U INTO STEEL AND I - #10 SCREW INTO EACH LEG 11 SECTION SCALE: 11/2"=1'-0 3625131-43 @ 24" TYPICAL 4x4xI6 GA. CLIP ANGLE WITH 2 - HILTI X -U INTO STEEL BEAM AND 2 - #10 SCREWS INTO METAL STUD CEILING WIRE CEILING FRAMING REFERENCE PLAN DGTCgo TRANSITION CLIP CR055 TIE OR STRAIGHT MAIN TEE, REFERENCE PLAN 04 TYPICAL DETAIL SCALE: 3"=11-0" 11 11 BUILT-UP MEMBER SUI EXISTING STEEL JOIST OS SECTION !L OF JOIST 1 SCALE: I 1/2"=1'-0" 6'-0" MAXIMUM VARIES 2'-0" MAXIMUM COPE FLANGE EQUAL EQUAL AT EACH END FOR ATTACHMENT TYIPICAL REFERENCE ARCHITECTURAL FOR HOLE LOCATION ANGLE SUPPORT FRAME L4x4x5/I6 PLAN VIEW OF JOIST 11 1 I II 1'I 11 11 11 11 II 9 m 15 MECHAN I GAL OPENINGS AT ROOF SCALE: NONE QzzP .. 0 REFERENCE ARCHITECTURAL EXHAUST FAN I1/2" #I2 SCREW ® 6" 0.C. 14 GAGE STEEL #I2 SCREWS 6" O.C. 05 OPENING AT . EXHAUST FAN SCALE: NONE SIMPSON LSTA4i EACH SIDE OF STUD BUILT-UP MEMBER BUI 362TI25-45 WITH 2 - #I0 SCREWS @ 24" 0.0. AND I - #10 SCREW INTO EACH STUD 3625162-43 @ 24" O.G. MAX Q5 SECTION SCALE: I 1/2"=1'-0" CEILING FRAMING SEE PLAN 5625131-43 @ 24" 0.G. 2 - #10 SCREWS TYPICAL 0 EXISTING STUD WALL / / / / / / / / / / 0 0 Oq SECTION SCALE: I I/2"=1'-0 BUILT-UP MEMBER BUI CONTINUOUS I50FI25-35 CHANNEL WITH 2 #10 SCREWS @ 4'-0" O.G. MAX. E 0 DIAGONAL 3625162-43 WITH 2 - #10 SCREWS INTO EACH STUD 5625162-43 24" 0.G. TYPICAL 1 4 SECTION SCALE: I"=I'-O" RECEIVED CITY OF TUKWILA JUL 12 2017 PERMIT CENTER \,,, 41. Stenstrom-Schneider, Inc. 15441 Knoll Trail SSI DALLAS Suite 120 SSE OMAHA A�Z,� Dallas, TX. 75248 ESE DENVER �p\� (214) 461-9831 ESS PORTLAND • 551 *7115 DATE: 07.10.17 JOB NO: 1617 DRAWN: FL CHECKED: DED 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 co U IELD SOUTHCENTER SOUTHCENTER MALL o 00 N i 00 00 00 LTJ D L� LTJ 01-10-2011 REVISIONS REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 8 2017 City of Tukwila BUILDING DIVISION SHEET NUMBER