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Permit D16-0249 - AT&T - TENANT IMPROVEMENT
AT&T 1010 SOUTHCENTER MALL D16-0249 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 9202470010 1010 SOUTHCENTER MALL Project Name: AT&T Permit Number: D16-0249 Issue Date: 10/31/2016 Permit Expires On: 4/29/2017 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: WESTFIELD PROPERTY TAX DEPT PO BOX 130940, CARLSBAD, CA, 92013 MARSIAL SEDA 111 W OCEAN BLVD, #1750 , LONG BEACH, CA, 90802 Phone: (562) 216-5244 D P INC GENERAL CONTRACTORS Phone: (206) 361-2989 19936 BALLINGER WAY NE , LAKE FOREST PARK, WA, 98155 DPINCGC066BU Expiration Date: 1/31/2018 DESCRIPTION OF WORK: TENANT IMPROVEMENT - INTERIOR NON-STRUCTURAL PARTITIONS, CEILING, AND LIGHTING AT SALES ARE. NEW CEILING, LIGHTING, POWER/DATA, STOREFRONT, SLIDING SECURITY GRILLE, FIXTURES AND FINISHES. Project Valuation: $75,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $2,126.52 Occupancy per IBC: M Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 Permit Center Authorized Signature: Date: bo' -3 1"1 V/ I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: LA -1 't/t.0 Date: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 3: 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) 4: Maintain fire extinguisher coverage throughout. 5: 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) 6: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 7: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 8: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.9.1) 9: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 10: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in 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) 11: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1017.1) 12: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on-site generator. (IFC 1011.6.3) 13: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum-to-minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.3.1) 17: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 15: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 14: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 18: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2437. 20: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 19: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 21: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 22: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 23: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 24: Post address on storefront per Westfield approved standards. 16: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 25: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 26: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 27: ***BUILDING PERMIT CONDITIONS*** 28: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 29: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 30: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 31: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 32: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 33: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 34: Special inspection for sprayed fire-resistant materials applied to structural elements and decks is required. Special inspections shall be based on the fire -resistance design as designated in the approved construction documents. 35: 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. 36: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 37: 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. 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. 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 LATH & GYPSUM 0406 SUSPENDED CEILING CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. 7 92 1 I Date Application Accepted: Date Application Expires: (For o we use onl CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 010 .Sor J c* siker /►.4 A (1 Tenant Name: 41-2.W.T. King Co Assessor's Tax No.: ei ozci7—oo10 Suite Number: 3 l b Floor: 1 New Tenant: Er Yes 0 ..No PROPERTY OWNER Name: / ,r'S)'Sl'4 i Sed c - Address: 1I I J. Dre_a.k, phid * 17sV Name: Grp i^ m T to r Email: wUsea @ k.ka.'o.. Coy -v, Address: Yp g �S• Ste_ 200 City: E.e-.1te State: xD Zip: 83616 CONTACT PERSON — person receiving all project communication Name: / ,r'S)'Sl'4 i Sed c - Address: 1I I J. Dre_a.k, phid * 17sV City:/.0Isea.ct, State: � Zip: ` 0802. Phone: Fax: 32.2.16...s-_2„ Email: wUsea @ k.ka.'o.. Coy -v, GENERAL CONTRACTOR INFORMATION Company Name: —r Architect Name: Address: 111 (eV . DCPQ„ 131vri #' 175o City: 31,...d, State: G.4 Zip: 70 8. Address: Email: ^ 1� et vin Vf C —k --,A 4 t A • CD vvs City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H:\Applications\Fomu-Applications On Line\201 I Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh ARCHITECT OF RECORD Company Name: K-cv+r►uS -]r- Vel 1 e r Architect Name: Address: 111 (eV . DCPQ„ 131vri #' 175o City: 31,...d, State: G.4 Zip: 70 8. Phone: V Fax: S52. 24 b . S'..aq K Email: ^ 1� et vin Vf C —k --,A 4 t A • CD vvs ENGINEER OF RECORD (.s-i-rtG%v r- a 1) Company Name: M iii" ch,ru I 6.,s Engineer Name: -�1^�ki` �J Address act 00 covr — J 1rtt -+ City: te„a,, State: e4 Zip: 10808 Phone i,S 3200 Fax: Email: )8 r 1„,40 ,)l'C c w‘1nrSe.Cowt LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: City: State: Zip: Page 1 of 4 - BUILDING PERMIT INFORMATION :206-431-3670 Valuation of Project (contractor's bid price): $ 75, 000 Existing Building Valuation: $ 30)000 Describe the scope of work (please provide detailed information): Co>e - ok ri 11 G0'tC rye. 4ei 'Ago f- .'oktJ - 1? V- f;-{-,a►,/s, ce t' 1 tt _/) , sin o1 A.r , i�+�i.N cz J-. ��J NGvv G1 tt(1144- , rJ(n/�/�' /( cri, e-C•l` sed,.�n' �r,`Ile, �;'xi-c-�le,rt ��..G( U Will there be new rack storage? ❑ Yes E .. 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 12' No If "yes", explain: FIRE PROOTECTION/HAZARDOUS MATERIALS: NK Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 1P/.. 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 Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor 2 I 1 (-1 2nd Floor 3`d 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 12' No If "yes", explain: FIRE PROOTECTION/HAZARDOUS MATERIALS: NK Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 1P/.. 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 Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 UBP LIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): Core -oArdI c ,"cre4-e, ,ti• 4.11 - Poor boxes. -be..+•..p n0•.—s3wc-L. —A ( "p04-414-0 1" S , ce,'I,' a.,a 1,31,4-, e a^c,( Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑...Water District #125 0 ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑ ...Valley View ❑ .. Renton ❑ ...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle w Gla Septic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond 0 .. Insurance 0 .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut 0 .. Pavement Cut ❑ .. Looped Fire Line 55 15 ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... >>WO # ❑ ...Temporary Water Meter Size .. 55 WO # ❑ ...Water Only Meter Size 55 WO # ❑...Deduct Water Meter Size " ❑ ...Sewer Main Extension Public ❑ Private 0 ❑ ...Water Main Extension Public 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer Monthly Service Billing to: Name: 0 ...Sewage Treatment Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:\Applications\Forms-Applications On Line\20I 1 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 I 'PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW` U411AUTHORIZED AGENT: Signature: zoo Print Name: A4ArS, a 1 Sed Date: 01.07. Zob Day Telephone: 2 • 2 (6 . 2 C! y Mailing Address: 111 W, C9ce r, rilvd 117Zi Lc 13ea•cG, G4 ' 0 O2 City State Zip H:Wpplications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11 .docx Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila Receipt Number R9907 DESCRIPTIONS ACCOUNT 1 QUANTITY PAID PermitTRAK $133.00 D16-0249 Address: 1010 SOUTHCENTER MALL Apn: 9202470010 $133.00 DEVELOPMENT $133.00 PERMIT REINSPECT FEE - AFTER HRS INSP FEE ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R9907 R000.359.000.00.01 R000.345.830.00.00 0.00 1.00 $66.50 $66.50 $133.00 Date Paid: Wednesday, November 23, 2016 Paid By: QUINN CANNON ANDERSON Pay Method: CREDIT CARD 04462E Printed: Wednesday, November 23, 2016 9:11 AM 1 of 1 ri rrSYSTEMS DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK PAID $1,315.16 D16-0249 Address: 1010 SOUTHCENTER MALL Apn: 9202470010 $1,315.16 DEVELOPMENT $1,252.75 PERMIT FEE R000.322.100.00.00 0.00 $1,248.25 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $4.50 TECHNOLOGY FEE $62.41 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R9766 R000.322.900.04.00 0.00 $62.41 $1,315.16 Date Paid: Monday, October 31, 2016 Paid By: D P INC GENERAL CONTRACTORS Pay Method: CHECK 4063 Printed: Monday, October 31, 2016 10:05 AM 1 of 1 SYS rrMS Cash Register Receipt City of Tukwila DESCRIPTIONS I PermitTRAK ACCOUNT I QUANTITY I PAID $929.11 D16-0249 Address: 344 SOUTHCENTER MALL Apn: 9202470010 $811.36 DEVELOPMENT $811.36 PLAN CHECK FEE R000.345.830.00.00 0.00 $811.36 EL16-0823 Address: Apn: $67.95 ELECTRICAL $67.95 PLAN CHECK FEE R000.345.832.00.00 0.00 $67.95 M16-0139 Address: 344 SOUTHCENTER MALL Apn: 9202470010 $49.80 MECHANICAL $49.80 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R9363 R000.322.102.00.00 0.00 $49.80 $929.11 Date Paid: Thursday, September 08, 2016 Paid By: DP INC GENERAL CONTRACTORS Pay Method: CHECK 4053 Printed: Thursday, September 08, 2016 1:25 PM 1 of 1 CWSYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit 1))6-024q PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: A -r r" Te of Inspection: ) 111,D1Ai F7,t«L- Address: Ja0 ciltirkiettrreie / LL - Date Called: Special Instructions: Date Wantd: yy / 2er: S7/6 a.m. p.m. Reques Phone No: 2K- -rs`el ElApproved per applicable codes. LJ Corrections required prior to approval. COMMENTS: LIOArriitCeAur oil �a?6-- l� � A PPec 44L Inspector: .b tm Date: 'r� 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 b/. 2gcf 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: j�T- Ty of Inspection: j wrivc- Address: /ooa .7enHeek4rentAct Date Called: Special Instructions: Date Wanted: / a.m l. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1177'X beer - Sa7%P CJ }174 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 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project fil 7— Type of Inspection: 6LAVA16- Address: /0/0 S�GCJT7iC'E,iorr Date Called: Special Instructions: Date Wante )iZb Requester Phone No: pziApproved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector: 4 41.41 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 CITY OF TUKWILA BUILDING 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 D6 -0241q PERMIT NO. DIVISION (206) 431-3670 Project: t 7— Type of Inspection: $US A5A.i T Cell: Air- irAddkr ress: Address: /OM . Jri JT 444LL Date Called: Special Instructions: Date Want it 2Vo 1,.. . Requeste : Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit IN CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 bio-- 024 9 Project: / To' -7- Type of Inspection: SoseattA Ceiu• - Address: /010 �cj ?g l,L Date Called: Special Instructions: Date Wante d: I / Z2 /6 :m Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Il %i us & i, Ar • ill l ai- : - 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 Project: I— Oi ?" Tye of Inspection: CuS ped beb C°o" ci.j- Address:Date lU/o mile YAU_ � Called: eIe -b 1 ni SC1S Aft Special Instructions:Want Date Wan 11i��/C p. Requeste : Phone No: Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: l Y141c- a5P_ vi b) t2IS . a* — �'a: IV t)/I4t oi4 2 /1 44UMW Met/L ota eIe -b 1 ni SC1S Aft 3 &Ian -MAL rM i2 AP-PIM/444_, ac---itoveol Date: /l 7/4 n REINSPECTION FEE REQUIRED. Prior to next inspec ion. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Inspector: /t INSPECTION RECORD Retain a copy with permit !b ° - 62119 INSP TION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project:Type ,4T q' r of Insp ction: ZA n4 f 6iPsuin Address: Date Called: Special Instructions: Date Wanted:Cir, / //6 "' p.m. Requester: Phone No: Approved per applicable codes. L.._J Corrections required prior to approval. COMMENTS: Inspector: Date: //1,7A n 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 bl(o - 62.4 q Project: ,4%- r Type Inspection: ' heAti l r-6 Address: /'J mK29J VMu Date Called: Special Instructions: W S 0A/4)1( Date Wante : I/ 131/ p.m. Requeste _ Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: rJ /J //g/4 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Inspector: Date: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit L)/- L,Q24? L PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: pi_Type ri- Sprinklers: of Inspection: Q r l l L F /N / I �— ( Address:Contact Suite #: /O/0 S.C.- . NA Pre -/- Person: Special Instructions: Phone No.: x Approved per applicable codes. Corrections required prior to approval. COMMENTS: FirE Q — L"/ 6012/?'tZ?1D)‘i %'id7 (CL` Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: F/V1 c–ii-A- Date: 121< /te, 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 2 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit )! - -- 624Y fir)- f- 27 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:/*T---- Sprinklers: Type of Inspection: Address: Suite #: /0/6 S C MI -L 1 -- Contact Person: Special Instructions: Special Phone No.: e -N. Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: .rvii ¶4 /c Date: ((/7 9Jl I %o 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 L INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit • c_.)2JAR) /b ---S Z Z PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Projec�� � 7 ---Type Sprinklers: of Inspection: C �E—&- Address: f Suite#: /Om SG /41/liLd Contact Person:' 1•) Special Instructions: /A/C Fag. 44 ii/4 Phone No.: _pproved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: S G vim ' /A/C Fag. 44 ii/4 Tial D S P 65 ,/gam iz) fegg---- -- C(J744'5 7 73 Lam' ciz C in G 12 GOY t M.6 Liv/ t 772 06 L _5?!e//Vic 1)//U— vNVs> i Pr- 009-O PI fie-) -- 11ikE S'u'p' (cVc i/,iSptc-7-7ctJ /s cnL1_,--13 /-/,*, I. [) /, T)1Z 4 471 arc/ />(Z- J O 2- / C) -- A- / __ (77) ( / — '''12-- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: b./15* ! f c1.3 Date: ii /9//&:, 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 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 In erior Lighting Summary LGT-SUM 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 Revised June 2013 Project Info Project Address 2800 Southcenter mall Date 8/25/2015 Suite 316 For Building Department Use SEATLE, WA 98188 rrr------ - - - Le. I LI M Applicant Name: AT&T Applicant Address: Applicant Phone: Project Description ❑ New Building ❑ Addition II Alteration ❑ Plans Included Lighting Compliance Path 0 Lighting Power Density Calculations 0 Total Building Performance (If Total Building Performance then only LGT-CHK is required.) Interior Lighting Compliance Option Q Building Area M g thod�EVIEWED F RS pace CODE COMPLIANCE -b -s ace Metho•'� (' � y 6 . y p r • ,' „ Interior Lighting System DescriptionOCT Briefly describe lighting system type and features. `r""'''' `dJ 2 5 2016', City of Tukwila BUILDING DIVMS `331132 AL, �_ _` 09/02/16 Additions and Change of Space Use (C101.4.3 & C101.4.4) U Addition area or Change of Space Use area complies with all applicable provisions as stand alone project ❑ Addition area or Change of Space Use area is combined with existing building lighting systems to demonstrate compliance with all applicable provisions Provide Building Area Method (LTG -INT -BLD) or Space -By -Space Method (LTG -INT -SPACE) Compliance Form. Document maximum allowed and proposed (including existing if applicable) lighting wattage of Addition or Change of Use scope. Provide applicable lighting controls per C405.2 and commissioning of lighting controls per C405.13. Alterations, Renovations and Repairs (C101.4.3.1) II 60% or more of luminaires in space replaced Provide Building Area Method (LTG -INT -BLD) or Space -By -Space Method (LTG -INT -SPACE) Compliance Form. Document maximum allowed and proposed (including existing) lighting wattage of project scope U Less than 60% of luminaires in space replaced Provide Space -by -space Method (LTG -INT -SPACE) Compliance Form. Document existing total wattage in space and proposed (including existing) lighting wattage of project scope ❑ Lamp and/or ballast replacement within existing luminaires only — existing total interior building wattage not increased n New wiring installed to serve added fixtures and/or fixtures relocated to new circuit Provide applicable manual lighting controls (C405.2.1), occupancy sensors (C405.2.2.2), daylight zone controls (C405.2.2.3), specific application controls (C405.2.3), and commissioning of lighting controls per C405.13 ❑ New or moved lighting panel Provide all applicable lighting controls as noted for New Wiring, automatic time switch controls (C405.2.2.1), and commissioning of lighting controls per C405.13. U Space is reconfigured - luminaires unchanged or moved only Provide all applicable lighting controls as noted for New Wiring and commissioning of lighting controls per C405.13. ❑ No changes are'b ;ir r de to the interior lighting and space use not changed. CITY OF TUICWILA SEP 0 8 2016 PERMIT CENTER Dio-ov41 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 Interior Lighting Summary - Space -by -Space LTG -INT -SPACE 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 Revised June 2013 Project Info Project Address 2800 Southcenter mall Date 8/25/2015 Suite 316 For Building Department Use SEATLE, WA 98188 Applicant Name: AT&T Maximum Allowed Lighting Wattage Location (plan #, room #, or ALL) Space Type* Allowed Watts per ft2 Gross Interior Area in ft2 Watts Allowed (watts/ft2 x area) retail (100) Retail: Sales area 1.68 1660 2789 Open office(101) Storage 0.63 364 229 restroom (102) Restroom 0.98 59 58 100 100 Open office (101 F5 12 56 672 Atrium** Enter Height: Retail Display Allowance from LGT-INT-DISPLAY 399 Select Table C405.5.2(2) category from drop down menu. ** For atriums, indicate height.Allowed wattage for first 40 feet is 0.03 W/ft. ht., above 40 feet is 0.02 W/ft. ht. Proposed Lighting Wattage Total Area Allowed Watts 2083 3475 Location (plan #, room #, or ALL) Fixture Description (Include exempt equipment per Note 3) Number of Fixtures Watts/ Fixture Watts Proposed retail (100) F16 & F16E 16 37 592 retail (100) F12 4 100 400 retail (100) F3 10 32 320 restroom (102) EX 1 100 100 Open office (101 F5 12 56 672 Retail Display Lighting from LGT-INT-DISPLAY 399 Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watts 2483 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section C405.5.1. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 3. List all fixtures. For lighting equipment eligible for exemption per C405.5.1, note exception number and leave Watts/Fixture blank. 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 Interior Display Lighting - Space -by -Space LTG -INT -DISPLAY 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 Revised June 2013 Project Info Project Address 2800 Southcenter mall Date 8/25/2015 Suite 316 For Building Department Use SEATLE, WA 98188 Applicant Name: AT&T Maximum Allowed Display Lighting Wattage Location (plan #, room #, or ALL) Space Type* Allowed Watts per ft2 ** Gross Interior Area in ft2 Watts Allowed (watts/ft2 x area) RETAIL Retail 1: All unclasified retail display 0.60 400 240 * Only areas within retail sales areas that contain separately controlled display light may be entered per Table C405.5.2(2) footnoteA. ** From Table C405.5.2(2) footnote A. Total Area Area Watts 400 Display Allowance Proposed Display Lighting Wattage Only separately controlled display fixtures complying with C405.5.2(2) footnote A may entered here 240 399 Location (plan #, room #, or ALL) Display Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed RETAIL FA4 19 21 399 Total Proposed Watts 399 Notes: 1. For proposed Display Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section C405.5.1. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 3. List all display fixtures. 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 Lighting, Motor, and Transformer Permit Plans Checklist 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 LTG -CHK Revised June 2013 Project Address2800 Southcenter mall Date 8/25/2015 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2012 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section C405 2) Yes , C405.2.1 Manual lighting controls Lighting control schedule with type, locations served, 50% lighting reduction method E1.0 Yes C405.2.2.1 Automatic time switch controls Lighting systems automatic shut-off capability - indicate method and location served on plans. Note locations where automatic shutoff is provided by other method (occupancy sensor, daylight controls, etc) E1.0 Yes Override switching Schedule with locations served - no single override switch exceeds an area of 5,000 SF E1.0 N.A. C405.2.2.2 Occupancy sensors Schedule of locations served N.A. C405.2.2.3 Daylight zones N.A. Vertical fenestration Primary and secondary daylight zone areas indicated on plans N.A. Skylights Skylight daylight zone areas indicated on plans N.A. C405.2.2.3.; Daylight zone controls Lighting control schedule with dimming method and locations served - no single daylight control zone exceeds 2,500 SF Yes C405.2.3 Specific application controls Specific application lighting controls are independent of general area lighting and controls for other lighting applications E1.0 Yes Means of egress lighting Lighting control schedule with method and locations served. Note luminaires that function as both normal and egress. E2.0 Yes I Display lighting Lighting control schedule with type and locations served E1.0 Yes ' Accent lighting Lighting control schedule with type and locations served E1.0 N.A. Hotel/motel guest rooms Lighting control schedule with type and locations served N.A. Supplemental task lighting Lighting control schedule with type and locations served N.A. Non-exempt lighting equipment Lighting control schedule with type, applications served and locations N.A. Non-exempt lighting equipment Lighting control schedule with type, applications served and locations C405.2.4 Exterior lighting controls Lighting control schedule with type, features and location served INTERIOR LIGHTING POWER (Section C405.5) C405.5.1 Total connected lighting power Schedule with fixture types, lamps, ballasts, watts per fixture E3.0 N.A. Space exceptions Space exceptions taken noted on plans or compliance form N.A. Lighting equipment exceptions Equipment exceptions taken noted on plans or compliance form Yes C405.5.2 Lighting power calculations E3 .0 N.A. Building Area Method Compliance form completed — proposed wattage per building area does not exceed maximum allowed wattage Yes Space -By -Space Method Compliance form completed — total proposed wattage does not exceed maximum allowed wattage Yes C405.4 Exit signs All internally illuminated exits sign are < 5 watts per side E1.0 EXTERIOR LIGHTING POWER (Section C405.6) N.A. C405.6.2 Total connected lighting power Schedule with fixture types, lamps, ballasts, watts per fixture N.A. Exterior application exceptions Exterior application exceptions taken noted on plans or compliance form N.A. Lighting power calculations Compliance form completed — proposed wattage for exterior lighting plus base site allowed does not exceed max. allowed 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 LiMotor, and Transformer Permit Plans Checklist 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 LTG -CHK Revised June 2013 Project Address2800 Southcenter mall Date 8/25/2015 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2012 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes N.A. C405.6.1 Exterior building grounds lighting Schedule with fixture types, lamps, ballasts, watts per fixture; lumens per watt for fixtures > 100 watts ELECTRICAL POWER SYSTEMS (Sections C405.7 ,C405.9, C405.12, C409.2.1) N.A. C409.2.1 Electrical energy consumption — whole building Meters provided for whole building electric energy usage N.A. C405.7 Electrical energy consumption — dwelling units Individual dwelling unit electricity meters provided N.A. C405.9 Transformers Indicate transformer size and efficiency on plans N.A. C405.12.1 Variable speed escalators and moving walks Variable speed controls provided N.A. C405.12.2 Regenerative drives Variable frequency regenerative drives provided for escalators COMMISSIONING (Sections C405.13, C408.3, C409.4.4) N.A. C405.13 Commissioning Commissioning procedure developed for all applicable systems N.A. C408.3 Lighting controls Commissioning plan and functional test procedure developed N.A. C409.4.4 Electrical energy consumption meters Commissioning plan and functional test procedure developed N.A. Escalators & moving walks Commissioning plan and functional test procedure developed If "no" is circled for any question, provide explanation: REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 5 2016 City of Tukwila BUILDING QlulSiei1 STRUCTURAL CALCULATIONS AT&T DEALER STORE SOUTHCENTER MALL 2800 SOUTHCENTER MALL, STE 316 SEATTLE, WA for Kamus + Keller 111 West Ocean Blvd. Suite 1750 Long Beach, Ca. by MHP, Inc. Structural Engineers Long Beach, California September 7, 2016 MHP JN: 16-0492 Otot41 RECEIVED CITY OF TUKWILA SEP 0 8 2016 PERMIT CENTER 'EXPIRES 09-10-2017 IVH STRUCTURAL ENGINEERS STRUCTURAL ENGINEERS SUBJECT: CALCULATION SHEET AT&T STORE SOUTHCENTER MALL DATE: Sep -16 JOB NO: 160492 BY: SF) SHEET: • U Design Criteria H:\2016\160492\4_Engineering\160492.Project Criteria 3900 Cover St. Long Beach, Ca 90808 562.985.3200 P 562.985.1011 F www.mhpse.com STRUCTURAL ENGINEERS SUBJECT: AT&T SOUTHCENTER CALCULATION SHEET DATE: Sep -16 JOB NO: 16-0492-00 BY: SF/KR SHEET: • t Loading Criteria - Seismic - Nonstructural Seismic Demands on Nonstructural Components Per I°t3 CB - (Based on ASCE 7 -no) DESIGN ASSUMPTIONS - It is assumed that the weight of the nonstructural component is LESS than 25% of the effective seismic weight of the structure (per ASCE 7.10 §13.1.1 --see errata). - The component to be designed does not apply to the exemptions listed in §13.1.4 General Site Information Project: Latitude: Longitude: AT&T SOUTHCENTER MALL 47.457 ° -122.257 ° Description: STEEL STUD STOREFRONT General Design Parameters Site Class = Occupancy Category = Height of Point of Attachment, z = Average Roof Height of Structure, h = Amplification Factor, ap = Response Modification Coefficient, Rp = D Oft Spectral Acceleration Parameters Mapped Acceleration Parameter, SS = Site Coefficient (0.2-s period), Fa = Design Acceleration Parameter, SDS = 1.454 g 1.00 0.969 g Seismic Demands on Nonstructural Components 0.4ar,S„Sp Wh 'Rr Fp= 1+2� ' alP 1 ft Fp <_ 1.6SDSI pWp 1.00 2.50 Importance Factor, Ip = 1.00 No Is the component required to function for life -safety purposes after an earthquake, including fire protection sprinkler systems? No Does the component contain hazardous materials? No Is the component in or attached to an Occupancy Category IV Structure and is it needed for continued operation of the facility or its failure could impair the continued operation of the facility? H:\2016\16049244_Engineering\NonStructural Seismic 4500 E. Pacific Coast Hwy., Suite 100, Long Beach, CA 90804 562.985.3200 P Fp >_ 0.3SDSIPWp Seismic Design Force 0.155 Wp 1.551 Wp 0.291 Wp 1 Strength Level Stress Level Fp = 0.291 Wp* 0.7 * Fp = 0.204 Wp* Concurrent Vertical Force Fp = ±0.2SDSWp Fp = 0.194 Wp *Anchors Embedded in Concrete or Masonry Anchors embedded in concrete or masonry shall be proportioned to carry 1.3 times the force in the component and its supports due to the subscribed forces, per ASCE 7 §13.4.2. Strength Level 1.3 * Fp = 0.378 Wp Stress Level 1.3 * 0.7 * Fp = 0.265 Wp 562.985.1011 F www.mhpse.com 01/09 ;musts Design Maps Summary Report User -Specified Input Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 47.4577°N, 122.25705°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III B.iit 80_I01G D KING :7 INTL 4ENTON • VAIJ 4444P NT+ Vashorip Burien. SEATTLff TACOO A ►ti Des Moines, USGS-Provided Output S5 = 1.454 g S1 = 0.542 g SMS = 1.454 g SM1= 0.813 g ii penton (Kent .1111t- .- $ ssaquah Maple Vaiieyr s_. 11 4 Covinaton S05 = 0.970 g SD, = 0.542 g ob C t' I For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. 1.65 1.50 1.35 1.20 1.05 a) 0.90 • 0.75 0.60 0.45 0,30 0.15 MCER Response Spectrum 1.10 1.00 0.90 0.80 0.70 Or 0.60 to 0.50 0.40 0.30 0.20 0.10 0.00 1 1 1 1 1 1 1 1 { 1 0.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.90 2.00 Period, T (sec) For PGA,St, T�, Cas, and CR, values, please view the detailed report;. Design Response Spectrum 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.80 Period, T (sec) Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. 2.00 STRUCTURAL ENGINEERS CALCULATION SHEET SUBJECT: AT&T STORE SOUTHCENTER MALL DATE: Sep -16 JOB No: 160492 BY: SF/ SHEET: 2 Steel Joist/Stud Framing H:\2016\160492\4_Engineering\160492.Project Criteria 3900 Cover St. Long Beach, Ca 90808 562.985.3200 P 562.985.1011 F www.mhpse.com STRUCTURAL ENGINEERS G fILL c, P,7 jo N KE i Pc_Pk-N CALCULATION SHEET SUBJECT: AT&T STORE SOUTHCENTER MALL DATE Sep -16 JOB NO: 160492 BY: SFI. SHEET: 2, 15 c{t LL LETAIRIiYGRIlt tz� 4W 1I'474Q 2VCC nws,TrP' za+aurn 1 TYP ALL s3S 40016137.0 :`,4roC LIIIX4TYP TOP aEar 1 .G"n1a 4\ I 5 "tu. TVA/ PARTIAL CEILING FRAMING PLAN Bc E 1I4 IT H:\2016\160492\4_Engineering\160492.Project Criteria 3900 Cover St. Long Beach, Ca 90808 562.985.3200 P 562.985.1011 F www.mhpse.com General Beam Analysis Lfc. # : KW -136002754 Description : BOX BM ALONG B General Beam Properties 29,000.0 ksi Span Length = Elastic Modulus Span #1 28.750 ft Area = 0(0.063) L(0 029) 2. 3 Fit = H:17.016116oA92k19650GR19LU87Y-Y.EC8 ENERCAI.C, INC.1983.2016, Build:6.16,6.7, Ver.6.16,6.7 Licensee : MYERS, HOUGHTON PARTNERS 1.0 inA2 Moment of Inertia = 526.0 in^4 Span = 28 750 6 Applied Loads Uniform Load : D = 0.0630, L = 0.0290 k/ft, Tributary Width = 1.0 ft DESIGN SUMMARY Maximum Bending = Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Service Toads entered. Load Factors will be applied for calculations. 12.605 k -ft Maximum Shear = +1.200+0.50 Lr+1.60L+1.60H 14.375ft Span # 1 0.029 in 0.000 in 0.093 in 0.000 in Load Combination Location of maximum on span Span # where maximum occurs 11711 0 3691 0 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios _ Summary of Moment Values Segment Length Span # M V Mmax + Mmax - Ma - Max Mnx Mnx/Omega Overall MAXimum Envelope Dsgn L = 28.75 ft 1 +1.400+1.601-1 Dsgn. L = 28.75 ft 1 +1.20D+0.50Lr+1.60L+1.60H Dsgn. L = 28.75 ft 1 +1.200+1.601_+0.50S+1.60H Dsgn. L = 28.75 ft 1 +1.200+1.60Lr+0.50L+1.60 H Dsgn. L = 28.75 ft 1 +1.20 D+1.60 Lr+0.50W+1.60 H Dsgn. L = 28.75 ft 1 +1.200+0,501+1.60S+1.60H Dsgn. L = 28.75 ft 1 +1.20D+1.60S+0.50W+1.60H Dsgn. L = 28.75 ft 1 +1.200+0.50Lr+0.50L+W+1.60H Dsgn. L = 28.75 ft 1 +1.20D+0.50L+0.50S+W+1.60H Dsgn. L = 28.75 ft 1 +1.200+0.50L+0.705+E+1.60H Dsgn. L = 28.75 ft 1 +0.900+W+0.90H Dsgn. L = 28.75 ft 1 +0.90D+E+0.90H Dsgn. L = 28.75 ft 1 Overall Maximum Deflections Load Combination Span +0+1+11 1 Vertical Reactions Load Combination Overall MAXimum Support 1 1.323 12.61 9.11 12.61 12.61 9.31 7.81 9.31 7.81 9.31 9.31 9.31 5.86 5.86 12.61 9.11 12.61 12.61 9.31 7.81 9.31 7.81 9.31 9.31 9.31 5.86 5.86 1.754 k +1.20D+0.50Lr+1.60L+1.60H 0.000 ft Span # 1 Summary of Shear Values Cb Rm Va Max Vnx Vnx/Omega 1.75 1.27 1.75 1.75 1.30 1.09 1.30 1.09 1.30 1.30 1.30 0.82 0.82 Max.." Defl Location in Span Load Combination Max. °+" Defl 0.0935 14.519 0.0000 Support notation : Far left is #1 Values in KIPS - Support 2 - - - - 1.323 Location in Span 0.000 [General Beam Analysis Lic. # : KW06002764 Description : BOX BM ALONG 2 General Beam Properties Elastic Modulus 29,000.0 ksi Span #1 Span Length = 18.50 ft Area = Z•5 File =I-1;12016t16049Z406 RiBl.U87Y Y,EC6 ENERCAIC, INC.1983-2016, Bui10:8.16.6.7,Vor.6.166.6,? Licensee : MYERS, HOUGHTON PARTNERS 1.0 in^2 Moment of Inertia = 526.0 inA4 12(0.(1))1.(0 42) 9.10.08 H-(+ 55) Span = 18 5011 Applied Loads Uniform Load : D = 0.0650, L = 0.0320 k/ft, Tributary Width =1.0 ft Point Load : D = 0.910, L = 0.420 k @ 13.750 ft DESIGN SUMMARY Maximum Bending = Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Service loads entered. Load Factors will be applied for calculations. 12.605 k -ft Maximum Shear = +1.20D+0.50Lr+1.60L+1.60H 14.375ft Span # 1 0.029 in 0.000 in 0.093 in 0.000 in Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V Mmax + Overall Maximum Deflections Load Combination Location of maximum on span Span # where maximum occurs 11711 0 3691 0 1.754 k +1.20D+0.50Lr+1.60L+1.60H 0.000 ft Span # 1 Summary of Moment Values Summary of Shear Values Mmax - Ma - Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega Load Combination Span Max. °-° Defl 1 0.0000 Vertical Reactions Load Combination Support 1 Support 2 Location in Span Load Combination 0.000 Support notation : Far left is #1 Max:"-:" Defl Location in Span 0.0000 0.000 Values in KIPS General Beam Analysis LIG. # : KW06002754 Description : BOX BM ALONG A General Beam Properties Elastic Modulus 29,000.0 ksi Span #1 Span Length = 34.0 ft Area = oro.o1m L40.024) 2.7 Fite = H.t20161160492149650C-RIOLU87Y-Y.EC6 ENERCALC, INC. 1983.2016, Ouk1:6.16.6.7, Vor.6,16.6.7 Licensee : MYERS, HOUGHTON PARTNERS 1.0 102 Moment of Inertia = ♦ 0)0.044) Lf0.005) Applied Loads Uniform Load : D = 0.0440, Uniform Load : D = 0.0190, Uniform Load : D = 0.0080, Point Load : D =1.280, L = DESIGN SUMMARY Maximum Bending = Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection 0.082 in Max Upward Transient Deflection 0.000 in Max Downward Total Deflection 0.260 in L Max Upward Total Deflection 0.000 in Maximum Forces & Stresses for Load Combinations Max Stress Ratios Segment Length Span # M V Mmax + 1 Span = 34.0 ft L = 0.0050 kift, Tributary Width = 1.0 ft L = 0.0240 klft, Extent = 0.0 -» 28.750 L = 0.010 klft, Extent = 28.750 -» 34.0 0.610 k @ 28.750 ft 24.549 k -ft +1.20D+0.50Lr+1.60L+1.60H 20.060ft Span # 1 Load Combination Overall MAXimum Envelope Dsgn. L = 34.00 ft +1.40D+1.60H Dsgn. L = 34.00 ft 1 +1.200+0.50Lr+1.601+1.60H Dsgn. L = 34.00 ft 1 +1.20D+1.60L+0.50S+1.60H Dsgn. L = 34.00 ft 1 +1.20D+1.60Lr+0.50L+1.60H Dsgn. L = 34.00 ft 1 +1.20D+1.60Lr+0.50W+1.60H Dsgn. L = 34.00 ft 1 +1.20D+0.50L+1.60S+1.60H Dsgn. L = 34.00 ft 1 +1.20D+1.60S+0.50W+1.60H Dsgn. L = 34.00 ft 1 +1.20D+0.50Lr+0.50L+W+1.60H Dsgn. L = 34.00 ft 1 +1.20D+0.50L+0.50S+W+1.60H Dsgn. L = 34.00 ft 1 +1,20D+0.50L+0.70S+E+1.60H Dsgn. L = 34.00 ft 1 +0.90D+W+0.90H Dsgn. L = 34.00 ft 1 +0.90D+E+0.90H Dsgn. L = 34.00 ft 1 Overall Maximum Deflections 24-55 17.76 24.55 24.55 18.14 15.22 18.14 15.22 18.14 18.14 18.14 11.42 11.42 • 526.0 inA4 D(0own L(00t) v v i V D(1.28) L(0,61) T Service loads entered. Load Factors will be applied for calculations. ft, Tributary Width =1.0 ft ft, Tributary Width = 1.0 ft Maximum Shear = Load Combination Location of maximum on span Span # where maximum occurs 4990 0 1571 0 Summary of Moment Values 4.026 k +1.20D+0.50Lr+1.60L+1.60H 34.000 ft Span # 1 Summaryof Shear Values Mmax - Ma - Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnxl0mega 24.55 17.76 24.55 24.55 18.14 15.22 18.14 15.22 18.14 18.14 18.14 11.42 11.42 Load Combination Span Max. "' Defl Location in Span Load Combination +0+{.+H 1 0.2596 17.680 4.03 2.94 4.03 4.03 2.99 2.52 2.99 2.52 2.99 2.99 2.99 1.89 1.89 Max. "+" Defl Location in Span 0.0000 0.000 general Beam Analysis Lic. # : KW.06002754 Description : Joist with Closed Grille Hanging General Beam Properties Elastic Modulus 29,000.0 ksi Span #1 Span Length = 5.250 ft Area = D(0.173) File = H:)201611804974565DC-RtBt.U87Y-Y.EC6 ENERCALC. INC. 4083-2016, Budd:6.16.6.7, Ver.6.16.8.7 Licensee : MYERS, HOUGHTON PARTNERS 1.0 inA2 Moment of Inertia = 0(0-0(6) Lr0.02) Applied Loads Load(s) for Span Number 1 Point Load : D = 0.1730 k @ 3.0 ft Uniform Load : D = 0.0160, L = 0.020 klft, Tributary Width = 1.0 ft DESIGN SUMMARY Maximum Bending = 0.439k -ft Load Combination +1.2011450Lr+1.60L+1.60H Location of maximum on span 2.993ft Span # where maximum occurs Span # 1 Maximum Deflection Max Downward Transient Deflection 0.005 in Max Upward Transient Deflection 0.000 in Max Downward Total Deflection 0.021 in Max Upward Total Deflection 0.000 in Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios_ Segment Length Span 4 M V Mmax + Overall MAXimum Envelope Dsgn. L = 5.25 ft +1.40D+1.60H Dsgn. L = 5.25 ft +1.20D+0.50Lr+1.60L+1.60H Dsgn. L = 5.25 ft +1.20D+1.60L+0.50S+1.60H Dsgn. L = 5.25 ft +1.20D+1,60Lr+0.50L+1.60H Dsgn. L = 5.25 ft +1.20D+1.60Lr+0.50W+1.60H Dsgn. L = 5.25 ft +1.20D+0.50L+1.60S+1.60H Dsgn.L= 5.25ft +1.20D+1.60S+0.50W+1.60H Dsgn.L= 5.25ft +1.20D+0.50Lr+0.50L+W+1.60H Dsgn. L = 5.25 ft +1.20D+0.50L+0.50S+W+1.60H Dsgn. L = 5.25 ft +1.20D+0.50L+0.70S+E+1.60H Dsgn. L = 5.2511 +0.90D+W+0.90H Dsgn. L = 5.25 ft +0.90D+E+0.90H Dsgn. L = 5.25 ft Overall Maximum Deflections Load Combination Span Max.' ° Defl +D+1_+H 1 0.0206 Span = 5 250 0 l� 2.518 104 Service Toads entered. Load Factors will be applied for calculations. Maximum Shear = 0.2530 k Load Combination +1.20D+0.50Lr+1.60L+1.60H Location of maximum on span 5.250 ft Span 4 where maximum occurs Span 4 1 13350 0 3060 0 Summary of Moment Values Mmax - Ma - Max Mnx Mnx/Omega 0.44 0.39 0.44 0.44 0.36 0.33 0.36 0.33 0.36 0.36 0.36 0.25 0.25 0,44 0, 39 0.44 0.44 0.36 0,33 0.36 0,33 0.36 0.36 0.36 0.25 0.25 Summary of Shear Values Cb Rm Va Max Vnx Vnx/Omega Location in Span Load Combination 2.704 - 0.25 0.20 0.25 0.25 0.20 0.17 0.20 0.17 0.20 0.20 0.20 0.13 0.13 Max. "+° Defl Location in Span 0.0000 0.000 STRUCTURAL ENGINEERS 6R 1L.C.0 � t l O ps n Z' t* , iC3 Q C e>cD Qt t e r�tR;rPc cs PLOT DATE: Mor 2i. 2013 SHEET 1ALFALSCREW (SMS) ,l t OWAn1.ESTRENGTHS. TABLE 1 SHEET METAL SCREW ALLOWABLE STRENGTHS FOR STEEL TO STEEL CONNECTIONS. FASTENER SIZE NO. 14 NO. 12 NO. 10 NO. 8 Fy MIL (KSI) (STEEL GA) 0.250 IN 0.216 IN 0.190 IN 0.164 IN SHEAR TENSION SHEAR TENSION SHEAR TENSION SHEAR TENSION (LB) (L8) (L8) (LB) (LB) (LB) (LB) (LB) NO. 6 0.138 IN SHEAR TENSION (LB) (l8) 50 97 (12) 704 68 (14) 54 (16) 33 43 (18) 704 613 302 275 275 261 144 525 525 525 280 205 159 159 109 303 244 118 94 165 79 33 (20) 177 84 164 72 151 61 NOTES. 1, SEE GENERAL NOTES ON ST1.06 FOR MORE INFORMATION. 2: WHERE ONE OR• TWO •LA' ERS OF GYP BOARD- OCCURS BETWEEN STEEL SURFACES, THE -ALLOWABLE VALUES.- OF, TABLE. 2 & 3 SHALL BE USED. 3. ALLOWABLE STRENGTH VALUES DO NOT ACCOUNT FOR EFFECTS FROM PRYING. THE ROP IN RESPONSIBLE CHARGE OF THE PROJECT SHALL PROVIDE ADEOUATE Bf.QCKtNG/RESIRNHT TO PREVENT PRANG ACTION: WHERE PRYING OCCURS, THE VALUES AND CONSTRAINTS OF TABLE 4 51tl.L BE USED. TABLE 2 - NON -PRYING CONDITION SHEET METAL SCREW ALLOWABLE STRENGTHS FOR STEEL TO STEEL CONNECTIONS WITH ONE LAYER OF 5/8" GYP BOARD BETWEEN STEEI. SURFACES, —111 A : fra/.E y (KSI) MIL (STEEL GA) NO. 14 N0.12 L21T IN NO. 10 0.190 IN NO. 0.164 8 NO. 6 0.250 IN kCa IN 0.138 IN SHEAR (LB) TENSIONS (1=0)' E ; (tEBQ T. N N ( , I EAR 6.8) TENSION (L13) SHEAR (LB) TENSION (LB) SHEAR (LB) TENSION (LB) 50 97 (12) 226 275 180 205 68 (14) 226,' 275 180'°' 205 140 159 54 (16) 226 •261 180 205 140 159 120 118 33 43 (18) 226 144 180 124 - 140 109 120 94 60 79 33 (20) 100 84 * 80 72 60 61 NO1E5: 1. SEE GENERAL NOTES ON ST1.06 FOR MORE INFORMATION. 2. ALLOWABLE STRENGTH VALUES DO NOT ACCOUNT FOR EFFECTS FROM PRYING. ROP IN RESPONSIBLE CHARGE 10 PROVIDE ADEOUATE BLOCKING/RESTRAINT 10 PREVENT PRYING ACTION. WHERE PRANG OCCURS, THE VALUES AND -CONSTRAINTS OF TABLE 4 SHALL BE USED. SECTOT TITLE: STANDARD PARTITION WALL DETAILS SHEET TITLE: SHEET METAL SCREW ALLOWABLE STRENGTHS 03/27/2013 OPD -0001-13: Reviewed for Code Compliance by Karim @ OSHPD Page 24 of 81 CALCULATION SHEET JOB NO: SUBJECT: STRUCTURAL ENGINEERS BY: GffEC.t• 5 t/cA2 v„i SHEET: . I �I 29 1 (J (e'►j� . 28I J ((;;p) . IS www.hilti.us Company: Specifier: Address: Phone I Fax: E -Mail: Specifier's comments: Profis Anchor 2.6.6 Page: Project: Sub -Project I Pos, No.: Date: 1 9/7/2016 1 Input data Anchor type and diameter: Kwik Bolt TZ - CS 5/8 (3 1/8) {j4fi)gj):111 Effective embedment depth: herael = 3,125 in,, hnam = 3.563 in. Material: Carbon Steel Evaluation Service Report: ESR -1917 Issued I Valid: 6/1/2016 15/1/2017 Proof: Design method ACI 318-11 / Mech. Stand-off installation: - (Recommended plate thickness: not calculated) Profile: no profile Base material: cracked concrete, 3000, fc' = 3000 psi; h = 5.500 in. Installation: hammer drilled hole, Installation condition: Dry Reinforcement tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement none or < No. 4 bar Seismic loads (cat. C, D, E, or F) Tension load: yes (0.3.3.4.3 (d)) Shear load: yes (D.3.3.5.3 (c)) Geometry [in.] & Loading [Ib, in.lb] Z Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c) 2003-2009 Hllli AG, FL -9494 Schaan Hilll Is a registered Trademark of Hilli AG, Schoen www.hilti.us Company: Specifier: Address: Phone I Fax: E -Mail: 2 Proof I Utilization (Governing Cases) Loading Tension Shear Loading Proof Concrete Breakout Strength Combined tension and shear loads IJ Profis Anchor 2.6.6 Page: Project: Sub -Project I Pos. No.: Date: 2 9/7/2016 Design values [Ib] Utilization Load Capacity I1N 1(1u CA] Status 2464 2508 99 / - OK Pv -1- Utilization [3N,v [%] Status 3 Warnings - Please consider all details and hints/wamings given in the detailed report) Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc , that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility, The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website, Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c) 2003-2009 HiiIi AG, FL -9494 Schaan Hilil Is a registered Trademark of Hilli AG, Schaan City of Tukwila Department of Community Development September 22, 2016 MARSIAL SEDA 111 W OCEAN BLVD, #1750 LONG BEACH, CA 90802 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D16-0249 AT & T - 344 SOUTHCENTER MALL Dear MARSIAL SEDA, 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 l 1 x 17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, • signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. Codes referenced on architectural and engineer's plan sets reference outdated 2012 codes. Interior lighting summary provided also references 2012. Revise code notes to reference compliance with current 2015 codes. As of July 1 2016 City of Tukwila adopted the 2015 International Building codes. Revise plan sheets, notes and related documents for compliance with the current 2015 International Building codes including 2015 UPC, 2015 WSEC, 2009 ANSI as well as all other relative 2015 codes and local building codes. Code references shall be shown on the cover sheet. All other plan set code references and details shall also reflect the same. 2. The construction of the new store front box header shows inconsistencies with architectural and engineer's details and specifications. The engineer's details indicate a long boxed in concealed space which would require sprinkler coverage or a method for sprinkler coverage. Also the concealed space shall require fire blocking every 10 foot horizontally. Revised plans to show consistencies with the details of both plan sets. (IBC 718.2, 718.2.2 & 718.2.3) Note: This permit plan review may not be complete as revised plans may require further 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. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 In order to better expedite your resubmittal, a'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. D16-0249 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY. PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0249 DATE: 11/03/16 PROJECT NAME: AT&T SITE ADDRESS: 1010 SOUTHCENTER MALL Original Plan Submittal Revision # before Permit Issued X Revision # 1 after Permit Issued Response to Correction Letter # DEPARTMENTS: ?VT - Building Division Q Public Works W AP ir-i-cfr Fire Prevention Structural Planning Division ❑ Permit Coordinator 0 PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 11/08/16 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 12/06/16 Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 PERMIT COORD COPS.. PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0249 DATE: 10/12/16 PROJECT NAME: AT&T SITE ADDRESS: 1010 SOUTHCENTER MALL Original Plan Submittal Revision # X Response to Correction Letter # 1 before Permit Issued Revision # after Permit Issued DEPARTMENTS: A o lo\i92 Building Division Public Works Fire Prevention Structural Planning Division n ❑ Permit Coordinator >JI PRELIMINARY REVIEW: Not Applicable ri (no approval/review required) DATE: 10/13/16 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 11/10/16 Approved Corrections Required n Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) El Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping 0 PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY. PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0249 DATE: 09/08/16 PROJECT NAME: AT & T SITE ADDRESS: 1010 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: /6t1- (,M2 q`13�4V 4 Arc- P4-vp Building Division 0 Fire Prevention bj`f t N�# y-ty Pu6ic Works Structural /4 61�?')f Planning Division iw Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable ri (no approval/review required) DATE: 09/13/16 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10/11/16 Approved Corrections Required ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only c13) --t ` �v� CORRECTION LETTER MAILED: Departments issued corrections: Bldg 4" -Fire ❑ Ping 0 PW ❑ Staff Initials: 12/18/2013 PROJECT NAME: (1 IPERMIT NO: bi 110 — 001-)4SITE ADDRESS: (O So}cewl,er� rl G/ ORIGINAL ISSUE DATE: ED - 3 (--( REVISION LOG REVISION NO.[ DATE RECEIVED STAFF INILS ISSUED DATE STAFF INITIALS _ — rn Summary of Revision: CJ^� &a p S t ,P ( `�'�� T ay Pg.v'", .ri Us.-4� 1 Received by: Received by;? gIvf -/CZ_ _ /I REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southeenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: hup://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, far, etc. Date: t I Jewtver-- OZ) 2.014,Plan Check/Perrnit Number: D16 -O2yq ❑ Response to Incomplete Letter # ❑ Response to Correction Letter #1 Revision # 1' after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: ATcgiT Sou 44., ee.-4,.. r- 1k4 at 1 Project Address: 1 D l Sa,...14, te0-14'r Ist.. (1 Contact Person: M Nrs: ti 1 `Sed o. Phone Number: 56.2. 216 . S:2 y y Summary of Revision: Cet'11`"2 A -i- s•.tef door C l"A J A w, 4kci9us-s{, c 4, , REpEIVED CITY OF TUKWILA NOV 0 3 2018 PERMIT CENTER Sheet Number(s): .4 -2.0, A-3.0) b -z0 "Cloud" or highlight all areas of revision including date of rqjsi Received at the City of Tukwila Permit Center by: '_—Entered in TRAKiT on W:\Permit Center \Templates ForrrusRe iston Submiiial Formdoc Rise August 2015 • k City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: /Oil- f(i Plan Check/Permit Number: D 16-0249 ❑ Response to Incomplete Letter # RECEIVED • Response to Correction Letter # 1 CITY OF TUKWILA ❑ Revision # after Permit is Issued OCT 1 2 2016 ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: AT&T Project Address: 1010 Southcenter Mall Contact Person: Yciria / PERMIT CENTER Phone Number: ;-(e2._ 2 / 1', 52 yr Summary of Revision: ). ()pct.,. d Code re Pererlce ee cow,- ,2. ows. ore l'rnhT C/ /Zr/,heti.? 4eem ,fp J /-ed -1V /044 3. lir - egfri lei L., Ihr- I co frrew ou f �eT, -12(.91eters Sheet Number(s): G•5• A- 1. D A -3,i/ ,4 -$. o// - . //A -1,2/1) -1 6-1,0 S 2, 0/5-3,0 Z "Cloud" or highlight all areas of revision including date orevision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on l D -D--4 \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: D P INC GENERAL CONTRACTOT'" Home Espafiol Contact Safety & Health Claims & Insurance Washington State Department of J Labor & Industries Page 1 of 2 Search L&I A -Z Index Help My Ltd Workplace Rights Trades & Licensing D P INC GENERAL CONTRACTORS Owner or tradesperson Principals DODSON, WILLIAM, PRESIDENT Doing business as D P INC GENERAL CONTRACTORS WA UBI No. 601 515 833 19936 BALLINGER WAY NE SEATTLE, WA 98155 206-361-2989 KING County Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. DPINCGC066BU Effective — expiration 01/31/1994— 01/31/2018 Bond Merchants Bonding Co (Mutual) Bond account no. WA28622 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 12/27/2012 01/31/2013 Expiration date Until Canceled Bond history Insurance ........_........._...... Continental Western Ins Co Policy no. CPA6015605 $1,000,000.00 Received by L&I Effective date 08/04/2016 09/15/2016 Expiration date 09/15/2017 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601515833&LIC=DPINCGC066BU&SAW= 10/31/2016 79'-10" OPEN OFFICE‹-- 1 T --> FLOOR BASE ROTATE CARPET TILE PATTERN DIRECTION 90 DEGREES FROM ADJACENT AS INDICATED, TYP. N SALES FLOOR THROUGHOUT, U.O.N. P -4E TO 8'-0" A.F.F. P-1 E ABOVE 8'-0" v .® DOOR SCHEDULE FINISH/PARTITION PLAN Scale : 1/4" = 1'-0" ' r1 TATE ri Y1i'U T i L t I D FOR: %ochanicaj lhctrical L IV; L Gas Piping City of Tukwila Blilt,DI G DIVISION REVISIONS No changes shaft bemade to the scope of work without prior approval of Tukivila Building Division. NOTE: F 3Visicn will require a new plan submittal and may include additional plan review fees. 1 1 1 1 1 (projection of ecurity ' rille trac / 07 above) 1projgction of offit ab 1111 1•111 )— FINISH SCHEDULE 18'-7" ROOM # ROOM NAME FLOOR BASE WALL CEILING COMMENTS 100 SALES FLOOR CPT -1 PT -1 WB -1 PT -1 P-1 E, P -4E ACP -1 SEE FINISH PLAN AND INTERIOR ELEVATIONS. 101 OPEN OFFICE EXTG. EXTG. EXTG. EXTG. SEE KEYNOTE #8 102 RESTROOM EXTG. EXTG. EXTG. EXTG. HW2 ' 101 3'-0" 7'=0" 1 3/4" E Existing Existing Existing Existing . Existing Existing GC to provide restroom signage per local codes. 102 NOTE #1: TOILET ROOMS MUST COMPLY WITH LOCAL CODES FOR FLOOR AND WALL FINISH. FINISH PALETTE P-1 E P -4E ALL WALLS TO HAVE SMOOTH FINISH. WB -1 CPT -1 SHEET NOTES • GC TO INSTALL FIRE RETARDANT BLOCKING AS REQUIRED FOR ALL CASEWORK, SHELVING, COUNTERTOPS & OWNER PROVIDED EQUIPMENT • PATCH CONCRETE SLAB AS REQUIRED TO CONDUIT INSTALLATION. SEE ELECTRICAL FOR EXTENT OF TRENCHING, WHERE APPLICABLE. • ALL DIMENSIONS ARE FINISH TO FINISH UNLESS NOTED OTHERWISE. • MAINTAIN EXISTING FIRE RATINGS AT TENANT SEPARATION WALLS DURING DEMO/CONSTRUCTION ACTIVITIES. • BASE TO BE ROLLED PRODUCT (NOT 4' STRIPS). • NO PLAN DEVIATIONS ALLOWED UNLESS APPROVED IN WRITING BY AT&T PROJECT MANAGER. • DEALER TO VERIFY IN FIELD THAT THE FLOOR PLAN LENGTH AND WIDTH DIMENSIONS ARE ACCURATE; IF DISCREPANCY EXISTS, DISCUSS WITH AT&T PROJECT MANAGER. • SALES/STOCK WALL SHOULD ALWAYS EXTEND PAST SALES FLOOR CEILING HEIGHT. • REMOVE ALL EXISTING STICKERS OR GRAPHICS FROM EXTERIOR GLASS (UNLESS AT&T -APPROVED). • LEVEL 5 WALL FINISH REQUIRED OR IF EXISTING WALL IS TEXTURED, CAN MAINTAIN EXISTING TEXTURE ONLY AT BACK OF HOUSE. LEGEND EXISTING WALL TO REMAIN. OA NEW INTERIOR SUITE WALL TENANT PARTITION. FLOOR TO 6" ABOVE CEILING. EXISTING DOOR - NEW DOOR DRYWALL TAPED SMOOTH TO RECEIVE ASSEMBLY PAINTING. REFER TO DETAIL #1/D-1.0 T T "ALIGN" SYMBOL KEY NOTES 01 REFERENCE INTERIOR ELEVATIONS ON A-6.0 FOR PAINT LOCATIONS, TYP. 02 GC TO INSTALL RUBBER BASE (RB -1) AT BOTTOM OF FIXTURE(AND RETURN TO WALL AT BCW AND AATV FIXTURES) AFTER BEING INSTALLED BY VENDOR. MPOS-ADA FIXTURE SHALL HAVE BASE AT FRONT ONLY. 05 EXISTING NON -ADA COMPLIANT RESTROOM TO REMAIN. REF A-7.0 PROVIDE FIRE EXTINGUISHER 2A-10BC AS REQUIRED BY LOCAL CODES. MOUNT @ 42" TO 52" FROM FINISHED FLOOR TO THE TOP OF EXTINGUISHER. PROVIDE RUBBER TRANSITION STRIP ALL WALLS TO HAVE SMOOTH FINISH. LEVEL 5 FINISH REQUIRED. FURR-OUT WALL AS REQUIRED. PATCH/REPAIR EXISTING FINISHES AT BACK OF HOUSE AT WORK AFFECTED AREAS. PROVIDE ALTERNATE PRICE FOR NEW VCT FLOORING PER DEALER REQUEST (SPEC VCT -1) 09 PAINT COLUMN P -1E 10 GC TO PATCH/ REPAIR DRYWALL AS REQUIRED FROM WHERE DEMISING WALL HAS BEEN REMOVED. PROVIDE METAL TRANSITION STRIP 1121 STORAGE FOR NEW SIDE -FOLDING ROLLING GRILLE. SEE DETAILS ON A-8 SHEETS 13 START TILE PATTERN HERE Ft] ALIGN TILE WITH COLUMN 11 FINISH LEGEND REVIEWED FOR CODE COMPLIANCE At', , APPROVED NOV'a 2016 City of Tukwila BUILDING DIVISION MARK DOOR FRAME COMMENTS WIDTH HEIGHT THICKNESS TYPE MATERIAL HEAD JAMB MATERIAL TYPE HARDWARE GROUP 100 3'-0" 7'-0" 1 3/4" D WD -SC 8/D-1.0 9/D-1.0 STL/KD F1 HW2 ' 101 3'-0" 7'=0" 1 3/4" E Existing Existing Existing Existing . Existing Existing GC to provide restroom signage per local codes. 102 3'-O" 7'-0" 1 3/4" E Existing Existing Existing Existing Existing Existing GC to provide additional hardware as needed to meet requirements for hadware group HW1AS (E): EXISTING TO REMAIN. FOR TYPICAL DOOR CLEARANCES REFER TO #6/D-1.0 NOTE: HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON DOORS AND GATES COMPLYING PER LOCAL CODE: A. MINIMUM 34 INCHES AND MAXIMUM 44 INCHES ABOVE FINISHED FLOOR OR GROUND B. OPERABLE WITHIN FORCE LIMITS OF ITEM V -6B.12 C. OPERABLE WITH ONE HAND, AND WITHOUT TIGHT GRASPING, TIGHT PINCHING, OR TWISTING OF THE WRIST D. MAXIMUM 5 POUNDS OF FORCE TO OPEN ANY DOOR OR GATE. ADD KICK PLATES TO ALL INTERIOR DOORS AS NECESSARY. DOOR TYPES SAFETY GLASS— KICKPLATE CV 0 TYPE'D' FLUSH DOOR WITH 7' x 2T ONE WAY GLASS PANEL (MIRRORED ON SALES FLOOR) FRAME TYPES F1: 2" HEAD F2: 4" HEAD HOLLOW METAL KNOCKDOWN FRAME HARDWARE TYPE HW2 (LEVER PASSAGE WITH CLOSER) 1-1/2 PR BUTTS STA 1 PASSAGE 1 CLOSER 1 KICKPLATE 1 STOP 3 SILENCER BES STA QUA QUA GJ FBB179 - 4-1/2 x 4-1/2 93KON 1 D0 -S3-626 D3550 -SB 10" x 2" LDW - 16GA 431 ES GJ64 HW1AS (EXTERIOR SINGLE ALUM/ALUM) FOR REF. ONLY 1-1/2 PR BUTTS 1 DEADLOCK 1 CYLINDER 1 THUMBTURN 1 PUSH/PULL SET 1 CLOSER 1 DROP PLATE 1 THRESHOLD 1 SWEEP 1 SEAL NR BES BES QUA STA STA NGP NGP MFG STANDARD MS1850S-1-1 /8" 1 E78 -C181 -RP -626 1 E6A4-C181-626 Q-484 D4550 -SB P45-180 425 102V MFG STANDARD P 1E P 4E P 4S BENJAMIN MOORE "WEDDING VEIL" #2125-70 EGG SHELL FINISH (WHITE WALLS & CLG) BENJAMIN MOORE "ORANGE BURST" #2015-20 EGGSHELL FINISH BENJAMIN MOORE "ORANGE BURST" #2015-20 SEMI -GLOSS FINISH (ORANGE DOORS/FRAMES) USG FROST CLIMAPLUS SIZE: 2' x 2' NUMBER: #414 EDGE: SLB TILE COLOR: SILVERTONE #052 GRID: DONN DX 15/16" 800-950-3839 RB 1 VCT 1 CPT 1 PT 1 RUBBER BASE SHAW SIZE: 4" COLOR NAME: GUNMETAL STYLE: 336VS ARMSTRONG NAME: IMPERIAL TEXTURE NUMBER: 51904 COLOR: STERLING SIZE: 12" x 12" SHAW STYLE: #4546V AT&T HIGH SPEED SQUARE COLOR: M5556 - BLUE STREAK CONSTRUCTION: PATTERN LOOP INSTALLATION: QUARTER TURN MARK LAW: 70-241-1345 PORCELAIN TILE (PROVIDED BY GC) NAME:FEEL COLOR:"LOFT" (LIGHT GREY) SIZE:24" x 24" X .39" INSTALLATION: QUARTER TURN DEALER TO CONTACT: ATT@GRAINGER.COM USE WITH GROUT LATICRETE #24 NATURAL GREY (LIGHT) SANDED. 1/8" GROUT LINE STOCKED AT GRAINGER WB 1 PT 2 WOOD BASE SIZE: 4"HX8"D COLOR:TO MATCH STD AT&T RUBBER BASE (SHAW GUNMETAL) PAINT:DUNN EDWARDS CAVERNOUS DE6364 EGGSHELL FINISH PORCELAIN TILE (FACADE) NASCO TILE EXTREME BLACK / POLISHED SIZE 12"X12" CONTACT: DIANA SCHNATTER DIANAONASCOSTONETILE.COM 732.602.9600 EXT. 27 **when submitting PO, include sidenote of ATT and store location. USE WITH GROUT HYDROMENT COLOR: NATURAL TYPE:SANDED 1/8" GROUT LINE RECEIVED CITY OF TUKWILA NOV 0 3 2016 PERMIT CENTER IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL WALLS,•FIXTURE LAYOUT, AND KEYNOTES IN CONFLICT PRIOR TO CONSTRUCTION. IT IS THE GC RESPONSIBILITY TO COORDINATE ALL TRADES. NOTIFY ARCHITECT IMMEDIATELY IF ANY DISCREPANCIES OCCUR. FAILURE TO DO SO WILL RESULT IN CONTRACTOR OWNING ALL RESULTING ISSUES. REVISION I 9.22.2016 PC/LL COM 10.6.2016 FOR GC REF. 10.28.2016 TENANT REV. CO ,- T„• -- • < •r0 0w w N my a� CO jN M These drawings/specifications are the property of Kamus + Keller. They are furnished as contract documents only. The seal(s) and signature(s) apply only to the documents to which they affixed, and expressly displalm any responsibility for all other plans, specifications, estimates, reports or other documents or instruments relating to or intended to be used for any part or parts of the architectural or engineering project. Additionally these drawings and seal(s) shall in no way convey or imply any time of warranty or certification relating to the performance of products and materials beyond those provided by their respective manufacturer. PROJECT NO. 16.0430.01 DRAWN/REVIEWED MSIAB DATE/ISSUE 09.07.2016 SHEET TITLE PARTITION/FINISH PLAN SHEET NO. A-2.0 c_ on 0 s 1 1 0 16 0 REFLECTED CEILING PLAN Scale: 1/4" =1-0 0 CEILING PER CEILING PLAN INDEPENDENT LIGHT FIXTURE SUPPORT WIRE PER CODE INDEPENDENT SUPPORT CLIP W/ THREADED STUD & NUT ATTACHMENT ERICO PART #IDS OR EQUIVALENT. MIN. 4 PER FIXTURE F12A LIGHT FIXTURE F12 LIGHT FIXTURE Scale : 1" = 1'-0" LIGHT FIXTURE LOCATIONS TAKE PRECEDENCE OVER SPRINKLER AND MECHANICAL DESIGN. RELOCATE SPRINKLER HEADS AND HVAC GRILLES AS REQUIRED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL WALLS, FIXTURE LAYOUT, AND KEYNOTES IN CONFLICT PRIOR TO CONSTRUCTION. IT IS THE GC RESPONSIBILITY TO COORDINATE ALL TRADES. NOTIFY ARCHITECT IMMEDIATELY IF ANY DISCREPANCIES OCCUR. FAILURE TO DO SO WILL RESULT IN CONTRACTOR OWNING ALL RESULTING ISSUES. SWITCH LABELING (FOR REF.ONLY) F-16 F-12 LIGHTS F -4A MWU BACK LIGHT BACK OF HOUSE LIGHT FIXTURE SCHEDULE ALL CIRCUITING BY ENGINEER AS REQUIRED BY CODE. SHEET NOTES • LIGHT FIXTURES ARE TO BE CENTERED ON CEILING PANELS UNLESS OTHERWISE NOTED • ALL LIGHT FIXTURES ARE TO BE ORDERED THROUGH GRAINGER PER NATIONAL AGREEMENT • ALL EXISTING DIFFUSERS & RETURN AIR GRILLES ARE TO REMAIN. PAINT ALL DIFFUSERS AND RETURN GRILLES AT SALES FLOOR P -2E. REWORK AS REQUIRED PER NEW CEILING LAYOUT. • NOT ALL LIGHT FIXTURES MAY BE USED ON THIS PROJECT. GC TO VERIFY LIGHT QUANTITIES AND FIXTURES WITH QUANTITIES LISTED ON DRAWINGS • PROVIDE 100 LUMEN BATTERY BACKUPS IN EMERGENCY FIXTURES WHEN INDICATED ON DRAWINGS • ANY ADDITIONAL EMERGENCY LIGHTING REQUIRED BY CODE NOT SHOWN ON DRAWING TO BE PROVIDED BY DEALER. • LIGHT FIXTURES FOR WINDOW BANNERS, WHERE OCCURS, TO BE TIED TO THE EXTERIOR SIGN TIMECLOCK. • ANY CODE REQUIRED ALARM OR EMERGENCY LIGHTING DEVICES SHALL BE LOCATED ABOVE 8'-0" AFF IF ALLOWED BY CODE. • CEILING DIFFUSER SPEC: MANUFACTURER TITUS, OMNI 24"x24" SQUARE PLAQUE DIFFUSER, PAR 24"x24" PERFORATED GRILLE. LEGEND NOT TO SCALE N INDICATES NEW. 1 (N) RECESSED 1X4 LED DIRECT LIGHT FIXTURE. (N) RECESSED 1X4 LED DIRECT LIGHT FIXTURE (EMERGENCY FIXTURE) ® NEW EMERGENCY EXIT LIGHT (FILLED REGION INDICATES GRAPHICS FACE) (N) SURFACE MOUNTED DIRECTIONAL LIGHT FIXTURE (E) 1x4 FLUORESCENT LIGHT FIXTURE TO REMAIN. NEW DOWNLIGHT. REFER TO ELECTRICAL SHEETS FOR MORE INFO 0 NEW 4' SURFACE MOUNTED FLUORESCENT FIXTURE. F12 LIGHT FIXTURE. REF.#3 KEYNOTES k NEW 2x2 CEILING GRID AND TILES. APC -1. SEE FINISH LEGEND ON A-2.0. FIRE/LIFE SAFETY EQUIPMENT TO REMAIN. REF.#1/D-2.0 INDICATES CEILING HEIGHT NEW TILE FINISH NEW SUPPLY GRILLE NEW RETURN GRILLE CENTERLINES ARE USED TO LAYOUT STORES, INCLUDING CEILING, POWER/DATA, FIXTURES, ETC. AND MUST BE MARKED AND VERIFIED PRIOR TO START OF CONSTRUCTION. CONTACT ARCHITECT IMMEDIATELY IF THERE ARE DIMENSIONAL DISCREPANCIES. 02 FIXTURE BELOW - REFER TO FIXTURE PLAN FOR MORE INFORMATION AND EXACT PLACEMENT. O3 LIGHT TO BE CENTERED ON FIXTURE BELOW. GC TO AIM LIGHT ON CENTER SHELF OF MWU (IF APPLICABLE) - REFER TO FINISH/FIXTURE PLAN FOR FIXTURE PLACEMENT INFORMATION. O4 (E) EXIT SIGN TO REMAIN. O5 NEW 2x2 CEILING GRID AND TILES. REF. #1/D-2.0 O PROVIDE 2 DATA PORT IN T -BAR GRID CEILING FOR SHOPPERTRAK, FURNISHED AND INSTALLED BY OTHERS. CENTER OVER ENTRY DOOR. O7 PROVIDE DATA IN CEILING FOR RETAIL WI -FI SYSTEM. O OMIT O SURFACE MOUNTED LIGHT FIXTURE. CONTRACTOR TO USE MANUFACTURER -PROVIDED SPACERS WHEN INSTALLING TO A LAY -IN CEILING WITH TEGULAR TILES TO MAINTAIN THE INTENDED REVEAL. 10 GC TO PLACE LIGHTS AS CLOSE TO THE RECOMMENDED DIMENSIONED LOCATION. 11 LIGHT TO BE PLACED AS INDICATED ON PLAN. GC TO AIM LIGHT SHINE ON THE CENTER OF THE COMMUNITY TABLE COUNTER SURFACE. 12 13 14 15 16 17 18 TILE PATTERN TO WRAP/ALIGN EVENLY FROM FRONT ELEVATION LIGHT TO BE CENTERED ON FIXTURE BELOW. GC TO AIM LIGHT ON CENTER OF AATV FIXTURE. PREFERRED LOCATION FOR MAIN LIGHTING SWITCH BANK. ALL INTERIOR LIGHTS TO TERMINATE HERE. G.C. TO PROVIDE REMOTE THERMOSTAT. REWORK EXISTING HVAC EQUIPMENT AS REQUIRED PER NEW CEILING LAYOUT. REBALANCE. REWORK EXISTING FIRE/LIFE SAFETY SPRINKLERS EQUIPMENT AS REQUIRED BY LOCAL FIRE DEPARTMENT. PATCH/REPAIR EXISTING SOFFIT WHERE AFFECTED BY DEMO, FINISH WITH CERAMIC TILES TO MATCH ADJACENT EXISTING. 19 RECESSED TRACK FOR SIDE -FOLDING ROLLING GRILLE. 20 GC TO VERIFY APPROPRIATE EXACT SHOPPERTRAK 21 NEW EXIT SIGN W/ RECESSED BASE. RECEIVED " i�: VOR. CITY OF TUKWILA BODE COMPLIANCE NOV 03 2016 APPROVED NOV 18 2016 PERMIT CENTER • QTY MARK MANUFACTURER MODEL LAMP DESCRIPTION very -or 1 uKWtla BUILDING DIVISION • 2 EXIT LITHONIA #EDG 1 120 EN EDGE LIT EXIT SIGN WITH BATTERY BACKUP 19 F4A AMERLUX 2 HORNET -HP LED •' .P- -L ii -E -LU - ' -1 1-W 0.1 LED - CRI: 90TYP. (3000K) CANOPY MOUNTED ACCENT LIGHT, ALUMINUM DIE-CAST HOUSING, C S.? • D - S E: E 1"LENGTH, PAINTED FINISH. SILVER TEXTURE. 13 F16 COOPER LIGHTING METALUX GC332-UNV-EB81-U-1X4-MILK WHITE LENS FGW080 (3) GE F32W/T8/SPX35 1' x 4' RECESSED FLUORESCENT DIRECT LIGHT, HIGH REFLECTANCE WHITE POWDER COAT PAINT FINISH, TEXTURED FRONT GLAZE ACRLIC LENS, STANDARD FLANGE DESIGN WORKS WITH MOST LAY IN CEILINGS 3 F16 COOPER LIGHTING METALUX GC332-UNV-EB81-U-1X4-MILK WHITE I�ENS�FG08-011 IITH� EGET CYQUI;ME T. (3) GE F32W/T8/SPX35 1' x 4' RECESSED FLUORESCENT DIRECT LIGHT, HIGH REFLECTANCE WHITE POWDER COAT PAINT FINISH, TEXTURED FRONT GLAZE ACRLIC LENS, STANDARD FLANGE DESIGN WORKS WITH MOST LAY IN CEILINGS 4 F12 PHILLIPS LE/CS-44120-4X25T8-120 (4) GE F25T8/SPX35/ECO 48" DIAMETER LARGE SCALLE SURFACE MOUNTED LUMINAIRE WITH WHITE ACRLYIC DIFFUSER, 20 GAUGE DIEFORMED STEEL HOUSING, ELECTRONIC BALLAST(S), POLYESTER POWDER COAST MATTE WHITE FINISH GC TO VERIFY QUANTITY OF LIGHT FIXTURES PER PLAN BEFORE ORDERING. vi bUo'O21t9 9.22.2016 PC/LL COM 10.6.2016 FOR GC REF. 10.28.2016 TENANT REV. 5\ CO CO M m� (o < .0 il co r� CO r 0) N 00 00 CO CO H LL E 0 f0 Y O V) • N O E co Ta. ami V°'y N f0 f0 r0 Nm C' N • C 22 3 F U These drawings/specifications are the property of Kamus + Keller. They are furnished as contract documents only. The seal(s) and signatures) apply only to the documents to which they affixed, and expressly displaim any responsibility for all other plans, specifications, estimates, reports or other documents or instruments relating to or Intended to be used for any part or parts of the architectural or engineering project. Additionally these drawings and seal(s) shall In no way convey or imply any time of warranty or certification relating to the performance of products and materials beyond those provided by their respective manufacturer. PROJECT NO. 16.0430.01 DRAWN/REVIEWED MSIAB DATE/ISSUE 09.07.2016 SHEET TITLE REFLECTED CEILING PLAN SHEET NO. A-3.0 RESILIENT FLOOR VINYL EDGE STRIP-JOHNSONITE COLOR BLACK PEARL. CARPET 6" L Q ji4j STANDARD CARPET TO VCT TRANSITION Scale : NTS PORCELAIN TILES METAL EDGE FLOATED CONCRETE AS NEEDED. CARPET L A 9 CARPET TO PORCELAIN TILE TRANSITION Scale : NTS MIN. 3/8" IN 3/8" MIN 7/8" MIN. 3/8" ARMSTRONG STABILIZER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING APART. ARMSTRONG CROSS TEE ARMSTRONG SHADOW MOLDING ARMSTRONG STABILIZER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING APART. IN 3/8" IN. 7/ ARMSTRONG MAIN BEAM ARMSTRONG SHADOW MOLDING 1 MAX. 8" <—#12 HANGER WIRE ANCHORED TO STRUCTURE ABOVE OR TO THE WALL ABOVE THE CEILING ARMSTRONG \/ CROSS TEE MIN. 3/8" 1 ARMSTRONG STABILIZER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING APART. n B AM EN R TAI IN CLP J • IN 'IN BEAM OR CROSS TEE TO WALL MOLDING & WEB OF GRID WITH NO VISIBLE POP RIVETS. (BERC2) 8" MAX. 8" MAX. 7,. "ATTACHED WALL" POP RIVET "ATTACHED WALL" BERC2 2" BEAM END RETAINING CLIP JOINS MAIN BEAM OR CROSS TEE TO WALL MOLDING & WEB OF GRID WITH NO VISIBLE POP RIVETS. (BERC2) 8" MAX. / o4i•°#% LA RR 25032 ESR -1308 "UNATTACHED WALL" BERC2 SEISMIC DETAILS FOR IBC CATEGORY CDEF2 SEISMIC RETROFIT / Scale : NTS Scale : NTS SEE DETAIL 3/D-2.0 FOR ATTACHMENT TO STRUCTURE ABOVE SEISMIC LOCKING PIN AT CROSS RUNNER TO MAIN RUNNER. NOTE: PIN MAY BE DELETED IF COMPRESSION STRUT FLANGE IS FASTENED TO CROSS RUNNER WITH 1/4" DIA. SCREW. 18 GA. 2 1/2" METAL STUD STRUT (LARR 25132) AT 12'-0" MAX. EACH WAY AND 6'-0" FROM WALLS. FASTEN TO MAIN RUNNER AT THE CONVERGENCE OF SPLAYED WIRES AS SHOWN WITH 2 MIN. 1/4" DIA. SCREWS. 12 GAGE HANGER WIRE, VERTS. AT 4'-0" MAX. O.C. EACH WAY TYP. ATTACH TO STRUCTURAL GRID ABOVE. FASTEN WITH 3 FULL TIGHT TURNS IN 1 1/2" AT EACH END, TYP. 12 GAGE HANGER WIRES, SPLAYED AT VERT.STR T (TYP. OF 4). FASTEN WITH 4TURNSIN2" EA. END. CROSS RUNNER CEILING GRID PER ARCH. DWGS. AND LARR NO. 22179 MAIN RUNNER NOTE: COMPRESSION STRUT DOES NOT REPLACE VERTICAL HANGER WIRE. _12 GAGE HANGER WIRE, SPLAYED AT VERTICAL STRUT, TYP. OF4 0 x PLAN VIEW 6 TYP. DETAIL AT COMPRESSION STRUT \ Scale : NTS SEISMIC DESIGN CATEGORIES D. SUSPENDED CEILINGS IN SEISMIC DESIGN CATEGORIES D SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ASTM C635, ASTM 636 AND CISCA FOR SEISMIC ZONES 3-4 AS MODIFIED BY THE FOLLOWING. A. A HEAVY DUTY T -BAR GRID SHALL BE USED. B. THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL BE NOT LESS THAN 2". IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE CLOSURE ANGLE. THE OTHER END IN EACH HORIZONTAL DIRECTION SHALL HAVE A 0.75 ". CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE FREE TO SLIDE ON A CLOSURE ANGLE. C. FOR CEILING AREAS EXCEEDING 1,000 SF HORIZONTAL RESTRAINT OF THE CEILING TO THE STRUCTURAL SYSTEM SHALL BE PROVIDED. THE TRIBUTARY AREAS OF THE HORIZONTAL RESTRAINTS SHALL APPROXIMATELY EQUAL. EXCEPTION: RIGID BRACES ARE PERMITTED TO BE USED INSTEAD OF DIAGONALSPLAY WIRES. BRACES AND ATTACHMENTS TO THE STRUCTURAL SYSTEM ABOVE SHALL BEADEQUATE TO LIMIT RELATIVE LATERAL DEFLECTIONS AT POINT OF THE ATTACHMENT OF THE CEILING GRID TO LESS THAN 0.25" FOR THE LOADS PRESCRIBED IN SECTION 13.3.OF MIN. DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. A. FOR CEILING AREAS EXCEEDING 2,500 SF, A SEISMIC SEPARATION JO NT OR FULL HEIGHT PARTITION THAT BREAKS THE CEILING UP INTO AREAS NOT EXCEEDING 2,500 SF SHALL BE PROVIDED UNLESS STRUCTURAL ANALYSES ARE PERFORMED OF THE CEILING BRACING SYSTEM FOR THE PRESCRIBED SEISMIC FORCES THAT DEMONSTRATE CEILING SYSTEM PENETRATIONS & CLOSURE ANGLES PROVIDE SUFFICIENT CLEARANCE TO ACCOMMODATE THE ANTICIPATED LATERAL DISPLACEMENT. B. EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTIONS, SPRINKLER HEADS & OTHER PENETRATIONS SHALL HAVE A 2" OVERSIZE RING, SLEEVE, OR ADAPTER ROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL DIRECTIONS. ALTERNATIVELY, A SWING JOINT THAT CAN ACCOMMODATE 1" OF THE CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS IS PERMITTED TO BE PROVIDED AT THE TOP PF THE SPRINKLER HEAD EXTENSION. C. AS AN ALTERNATE TO PROVIDING LARGE CLEARANCES AROUND SPRINKLER SYSTEM PENETRATIONS THROUGH CEILING SYSTEMS, THE SPRINKLER SYSTEM AND CEILING SYSTEM & CEILING GRID ARE PERMITTED TO BE DESIGNED & TIED TOGETHER AS AN INTEGRAL UNIT. SUCH A DESIGN SHALL CONSIDER THE MASS AND FLEXIBILITY OF ALL ELEMENTS INVOLVED, INCLUDING THE CEILING SYSTEM, SPRINKLER SYSTEM, LIGHT FIXTURES & MECHANICAL (HVAC) APPURTENANCES. SUCH DESIGN SHALL BE PERFORMED BY A REGISTERED DESIGN PROFESSIONAL. 7 SEISMIC NOTES Scale : NTS NO. 9 GA. FIXTURE SUPPORT WIRES AT (2) OPPOSITE CORNERS OF EA. FIXTURE. FIXTURE SUPPORT WIRE SUPPLIED BY CEILING CONTRACTOR. NO. 9 GA. LATERAL SUPPORT WIRE WITHIN 3" OF EACH CORNER OF LIGHT FIXTURE. SPLAY WIRES AS SHOWN AND FASTEN TO BEAM OR PURLIN. MIN. OF 3 WIRE TURNS EA. CONNECTION POINT. ° D RECESSED FLUORESCENT FIXTURE CROSS TIE MAIN STRUCTURAL RUNNER 4'-0" O.C. LIGHT FIXTURE SEISMIC SUPPORT Scale : 1/2" = 11-0" ° NO. 12 GA FIXTURE SUPPORT WIRES AT ALL CORNERS OF EA. FIXTURE. FIXTURE SUPPORT WIRE SUPPLIED BY CEILING CONTRACTOR. NO. 12 LATERAL SUPPORT WIRE WITHIN 3" OF EACH CORNER OF LIGHT FIXTURE. SPLAY WIRES AS SHOWN AND FASTEN TO BEAM OR PURLIN MIN. OF 3 WIRE TURNS EA. CONNECTION POINT. CROSS TEE RECESSED FLUORESCENT FIXTURE AIN STRUCTURAL RUNNER 4'-0" O.C. t4REVI3It N1 4 LIGHT FIXTURE SEISMIC SUPPORT Scale : 1/2" = 1-0r NOTES: 1. ALL CEILING LIGHT FIXTURES AND HVAC AIR REGISTERS SHALL BE SUPPORTED BY A MIN. OF (2) TWO HANGERS AT OPPOSITE CORNERS. CEILING SYSTEM SHALL NOT SUPPORT OTHER ITEMS. 2. ALL INTERIOR WALL AND CEILING FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH UBC SECTION 4203 SHALL BE FLAME SPREAD CLASS III MIN. 12GA. x 45° BRACING WIRE WITH MIN. 4 TIGHT TURNS IN 1-1/2" AT BOTH ENDS OF WIRE. BRACE IN 4 DIRECTIONS SPACED AT 90° APART AND AT 12'-0" O.C. EA. WAY. ALL BRACING WIRES ATTACHED TO MAIN RUNNERS, TYP. _0" io 0 CV 8" O 90° 90° 0 0 6'-0" 12'-0" MAX. WOOD DECK WOOD DECK WOOD DECK 0.75" AT TWO MAX8 ADJACENT WALLS. TYPICAL 12 GA. VERTICAL HANGER WIRE @ 4'-0" O.C. EACH WAY W/ MIN. 3 TIGHT TURNS IN 1-1/2" BOTH ENDS OF WIRE. COMPRESSION STRUTS, 2 1/2" x 18 GA. METAL STUD STRUT AT 12'-0" MAX. EACH WAY AND 6'-0" FROM WALLS FASTEN TO MAIN RUNNER AT THE CONVERGENCE OF SPLAYED WIRES AS SHOWN WITH 2 MIN. 1/4" DIA. SCREWS. COMPRESSION STRUT SHALL NOT REPLAC HANGER WIRE. 2"(MAX) FROM BRACING WI TO CROSS RUNNERS. CROSS RUNNER MAIN RUNNER 1. VERTICAL STRUT: A STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE. THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED BY THE BRACING WIRE. 2. THESE HORIZONTAL RESTRAINT POINTS SHALL B PLACED 12 FEET ON CENTE IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6 FEET FROM EACH WALL. l►7 111111111111111 COMPRESSION STRUT DETAIL VERTICAL STRUT (TYP) STD INSTALLATION PER ASCE SECTION 13.5.6. #10 SCREW REFER TO COMPRESSION STRUT SCHEDULE T -BAR GRID MAIN RUNNER 1/4" DIA. MACHINE BOLT ACOUSTICAL CEILING TILES #10 SCREW STEEL STRAP 1" WIDE x 2" LONG x 12GA. 1-1/2"-4 TIGHT TURNS 12 GA. SPLAYED SEISMIC SPLAYED SEIS IC BRACING BRACING WIRE. ! #10 SCREW COMPRESSION STRUT SCHEDULE Size Allowable Length (L) 1/2" Diameter EMT L < 4'-0" 3/4" Diameter EMT L <_ 6'-0" 1 1/4" Diameter EMT L <_ 8'-0" Double Metal Studs F El 8'-0" < L < 12'-0" with minimum 2 screws at each end L < 12'-0" : Provide structural design calculations. CEILING CLIP "HILTI" OR EQUAL 13 GA. x 3/4" TURNS. 3 TIGHT TURNS 12 GA. VERTICAL WIRE RECEIVED CITY OF TUKWILA NOV 0 3 2016 PERMIT CENTER NOTES: 1. LATERAL FORCE MEMBERS SHALL BE SPACED A MINIMUM OF 6" FROM ALL HORIZONTAL PIPING OR DUCTWORK THAT IS NOT PROVIDED WITH BRACING RESTRAINS FOR HORIZONTAL FORCES. BRACING WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL LOAD, WHICHEVER IS GREATER, WITH A SAFETY FACTOR OF 2. • 2. STRUTS OTHER THAN THE ONES LISTED ABOVE MAY BE USED WITH AN EVALUATION REPORT BY I.C.C. OR OTHER NATIONALLY ACCREDITED TESTING LABORATORY. 3. ALL 24" X 48" CEILING LIGHT FIXTURES & 24" X 24" HVAC AIR REGISTERS SHALL BE SUPPORTED BY A MIN. OF (2) TWO HANGERS @ OPPOSITE CORNERS. CEILING SYSTEM SHALL NOT SUPPORT OTHER ITEMS. 4. ALL INTERIOR WALL & CEILING FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH ASTM E 84 SHALL BE FLAME SPREAD CLASS 111 MIN. 5. SPRINKLER HEADS AND OTHER PENETRATION CLEARANCE MIN. 2" DIA. OPENING OR A SWING JOINT 6. ARMSTRONG ESR #1308 EXPIRES12 2o1s 7. ATTACHMENT TO LL DECK ABOVE IS NOT ALLOWED. ATTACHMENT TO BFA S rf�) I Inns TRUSSES, TOP CHORD OF JOIST, ETC. ARE ALLOWED. b 04121-1ct T -BAR CEILING GRID Scale : 1-1/2" = 1-0r REVIEWED FOR CODE COMPLIANCE APPROVED • NOV 18 2016 • Cyty of Tu to ISSUE DATE 9.22.2016 PC/LL COM 10.6.2016 FOR GC REF. 10.28.2016 TENANT REV. co rto CO wis coa .o U f6N ct a• d tT Y CC N sr "110 �� cot ~v E m Y Y 1 M w uJ ce J J O2< LU LLJ Li Z W W z W ~ 1 _ F-0=e Ci) O O O a0 CV These drawings/specifications are the property of Kamus + Keller. They are furnished as contract documents only. The seal(s) and signature(s) apply only to the documents to which they affixed, and expressly displaim any responsibility for all other plans, specifications, estimates, reports or other documents or instruments relating to or Intended to be used for any part or parts of the architectural or engineering project. Additionally these drawings and seal(s) shall In no way convey or Imply any time of warranty or certification relating to the performance of products and materials beyond those provided by their respective manufacturer. PROJECT NO. 16.0430.01 DRAWN/REVIEWED MSIAB DATE/ISSUE 09.07.2016 SHEET TITLE CONSTRUCTION DETAILS SHEET NO. D-2.0 DEALER STORE PROJECT INFORMATION BUILDING ADDRESS: CONSTRUCTION TYPE: DESCRIPTION OF USE: OCCUPANCY CLASSIFICATION: OCCUPANCY LOAD: SPRINKLERS: NUMBER OF FLOORS: TENANT AREA: AREA OF WORK: SCOPE OF WORK: LANDLORD: CONTACT INFORMATION: TENANT/DEALER: ARCHITECT: MECHANICAU ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: OCCUPANCY LOAD & EXIT WIDTH USE TENANT: AREA: LOAD FACTOR: OCCUPANCY LOAD: EXIT REQUIRED: EXIT PROVIDED: TOTAL WIDTH REQD. (X 0.15): TOTAL EXIT WIDTH PROVIDED: SOUTHCENTER MALL, 1010 SOUTHCENTER MALL SEATTLE, WA 98188 II -B RETAIL M 1,437 SQ.FT. /30 = 48 OCC. 677 SQ.FT. / 100 = 7 OCC. TOTAL = 55 OCCUPANTS YES 1 2,114 SQ.FT. 2,114 SQ.FT. CORE -DRILL CONCRETE, REMOVE CONCRETE AND NEW 4" CONCRETE SLAB @ PORTION OF THE RETAIL SPACE FOR NEW POWER FLOOR BOXES. DEMOLITION OF EXISTING STOREFRONT, INTERIOR NON-STRUCTURAL PARTITION, CEILING AND LIGHTING AT SALES AREA. NEW NON-BEARING WALLS AND NEW FINISHES. NEW CEILING AND LIGHTING. NEW SECURITY ROLL -DOWN GRILLE. NEW POWER/DATA AND FINISHES. FRED KIM, PROJECT MGR / TENANT COORDINATOR 865 MARKET ST., BOX A SAN FRANCISCO, CA 94103 415.268.8326 / FKIM@westfield.com TONY MERCK SENIOR PROJECT MANAGER 801.201.0138 / ANTHONY.MERCK@cbre.com CONNECT WIRELESS CONTACT: GRAHAM TAYLOR 208.340.2292 / GTAYLOR@CONNECTWIRELESS.COM KAMUS + KELLER, INC 111 WEST OCEAN BLVD, SUITE 1750 LONG BEACH, CA 90802 CONTACT: AGA BACHELDER / 562.216.5244 DON PENN CONSULTING ENGINEER 635 WESTPORT PARKWAY, SUITE 300 GRAPEVINE, TX 76051 CONTACT: GREG FANCHER / 817.410.2858 / GFANCHER@DONPENN.COM MHP STRUCTURAL ENGINEERS 3900 COVER STREET LONG BEACH, CA 90808 CONTACT: KATHY RANTOWICH / 562.985.3200 / KRANTOWICH@MHPSE.COM RETAIL 2,114 SF 30 retail space - 100 back of house space 55 2 8.25" 690" AREA SCHEDULE Area Schedule Name Area Percentage Sales Area 1,437 SF 68% Non - Sales Area 677 SF 32% 2,114 SF 100% CODE COMPLIANCE. THE PROJECT SHALL COMPLY WITH CODES, ORDINANCES, OR LAWS HAVING JURISDICTION ON THE PROJECT. WHICH INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING PARTS OF THE WASHINGTON BUILDING STANDARD CODE: a. 2015 International Building Code b. 2015 International Mechanical Code c. 2015 International Fire Code d. 2015 Uniform Plumbing Code e. 2015 International Existing Building Code THIS TENANT SPACE SHALL NOT BE OCCUPIED UNTIL A BUILDING PERMIT FOR TENANT IMPROVEMENT (TI) HAS BEEN COMPLETED WITH FINAL INSPECTIONS. NOTE: THESE DOCUMENTS CONTAIN INFORMATION PERTAINING TO THE ARCHITECTURAL SCOPE OF WORK ONLY. FOR THIS PROJECT, ENGINEERING DESIGN, DOCUMENT AND SPECIFICATION PREPARATION, AS REQUIRED FOR ALL OTHER DISCIPLINES, HAVE BEEN PREPARED BY OTHERS AND ARE NOT THE RESPONSIBILITY OF THE ARCHITECT/KAMUS + KELLER. INFORMATION INDICATED ON THESE DRAWINGS/DOCUMENTS SHOWING OR REFERENCING MECHANICAL, PLUMBING OR FIRE PROTECTION INFORMATION WHERE IT OCCURS HAS BEEN PROVIDED FOR REFERENCE ONLY. THE ENGINEERING DESIGNER, AS LICENSED AND QUALIFIED PROFESSIONALS, UNDER CONTRACT TO OTHERS, SHALL REMAIN SOLELY RESPONSIBLE FOR ALL DESIGN AND APPLICABLE CODE COMPLIANCE MATTERS RELATIVE TO THEIR RESPECTIVE DISCIPLINES. THIS SHALL INCLUDE ADDRESSING AND RESOLVING ANY PLAN REVIEW COMMENTS RELATIVE TO THEIR SPECIFIC SCOPE OF WORK. THE PROJECT ENGINEERING DESIGNERS SHALL ENDEAVOR TO BRING TO THE ATTENTION OF THE ARCHITECT/KAMUS + KELLER ANY DESIGN CHANGE OR CODE COMPLIANCE ITEMS IMPACTING THE ARCHITECTURAL SCOPE OF WORK AS EXPEDITIOUSLY AS POSSIBLE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL WALLS AND FIXTURE LAYOUT PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT IMMEDIATELY IF ANY DISCREPANCIES OCCUR. FAILURE TO DO SO WILL RESULT IN CONTRACTOR OWNING ALL RESULTING ISSUES. TENANT SHALL BE RESPONSIBLE FOR MEETING ALL APPLICABLE CODES AND OBTAINIGN ALL JURISDICTIONAL APPROVALS. FIRE SPRINKLER AND FIRE LIFE AND SAFETY DRAWINGS ARE UNDER SEPARATE SCOPE OF WORK. KEY PLAN SCOPE OF WORK 2,114 SQ. FT. INDEX ARCHITECTURAL C.S A-0.1 A-0.2 COVER SHEET NOTES PATH OF TRAVEL A-1.0 DEMO PLAN A-2.0 PARTITION/FINISH PLAN A-3.0 REFLECTED CEILING PLAN A-3.1 REFLECTED CEILING DETAILS A-4.0 POWER/DATA PLAN A-5.0 FIXTURE PLAN A-6.0 INTERIOR ELEVATIONS A-7.0 RESTROOM PLAN A-8.0 STOREFRONT ELEVATIONS AND DETAILS A-8.1 STOREFRONT ELEVATIONS AND DETAILS A-8.2 STOREFRONT ELEVATIONS AND DETAILS D-1.0 CONSTRUCTION DETAILS D-2.0 CEILING DETAILS F-1.0 SPEC SHEET F-2.0 SPEC SHEET F-3.0 SPEC SHEET ELECTRICAL E-1.0 ELECTRICAL SCHEDULE LEGEND & DETAILS E-1.1 ELECTRICAL SPECIFICATIONS E-2.0 ELECTRICAL LIGHTING PLAN E-2.1 ELECTRICAL POWER PLAN E-3.0 ELECTRICAL PANEL SCHEDULES & RIS: R MECHANICAL M-1.0 MECHANICAL SCHEDULE LEGEND & D M-1.1 MECHANICAL SPECIFICATIONS M-2.0 MECHANICAL PLAN STRUCTURAL S-1.0 S-2.0 S-3.0 SEPAri-lt\TE REQUwi is t FOR: ' Mechanical .Electrical lad Plumbing ,,'Gas Piping Cii.y of Tukwila BUILDING DIVISION REVISIONS - es shall be made to the scope of work without prior approval of Tukwila Building Division. E: Revisions will require a new plan submittal Id may include additional plan review fees. .1 FILE COPY STRUCTURAL NOTES AND ABBREVIATIONS STRUCTURAL PARTIAL PLANS Permit STRUCTURAL SECTIONS AND DETAILS LOCATION PLAN Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Cop. =nd conditions is acknowledged: L By: Date: City of Tukwila BUILDING DIVISION t► 61 ES) ;a. sxstd .152+ x Witter _ F Ocilfreini Ynk of etla Stra • LA Room Cf @IY41" fir RESPONSIBILITY SCHEDULE Item Fumished By Installed By Er Comments (Dealer GC Landlord/Landlord GC IAT&TNendor Separate Vendor IDealer GC 1 ILandlord/Landlord GC IAT&T a)_ m o wu.i Architectural Ceilings 0 • 0 0 0 0 AT&T o 0 AT&T providing ceiling tile and grid at sales floor only, BOH ceiling tiles and grid by Landlord, if applicable. Demising Partitions 0 o o 0 0 Restroom Exhaust Fan(s) o 0 Provided existing demising walls between tenant, constructed in accordance with City Code and coordinated with adjacent Tenant construction. GC to patch and repair demising walls as required. Smooth finish required level 5. Remove existing conditions as required per local codes & ordinances to accommodate new work. Demolition 0 0 o 0 0 o Thermostat(s) 0 Display Fixtures GC to coordinate with Tenant. Telephone System 0 • • o Light Switches 0 0 Entry Door & Hardware 0 0 0 0 0 0 Lighting 0 GC to re -key per AT&T requirements and provide additional hardware as required. Sales floor carpet provided by AT&T, BOH flooring by GC. Flooring 0 0 Interior Doors, Frames, Hardware o AT&T to provide sales floor light fixtures only. 0 0 Interior Finishes 0 0 0 . i1.1 0 0 GC to provide all finish materials as indicated on drawings. Interior Partitions 0 0 Smooth finish required, level 5. Storefront System 0 0 GC to note any scratches/damage prior to start of work. GC to patch any holes. Communications IT Equipment 0 • 0 0 0 0 AT&T o 0 GC to coordinate with Tenant. Music System 0 Restroom Fixtures o 0 0 Restroom Exhaust Fan(s) o GC to coordinate with Tenant. Security System 0 0 o o • 0 o Thermostat(s) 0 0 GC to coordinate with Tenant. Telephone System 0 • o Light Switches 0 0 GC to coordinate with Tenant. Electrical Electric Meter 0 • 0 RECEIVED CITY OF TUKWILA OCT 12 2016 CORRECTION CO LTi# PERMIT CENTER Comments 0 0 AT&T Separate Vendor 0 GC to provide additional as required by local codes and ordinances. Fixtures are to be ordered through Granger Electrical Distribution 0 Restroom Fixtures 0 0 Restroom Exhaust Fan(s) All power/data cabling & conduit as required including electrical wiring & conduit(s) as required to the Tenant's exterior storefront sign. Electrical Panel 0 0 o • 0 o Thermostat(s) 0 0 Electrical panel requirements to be verified by responsible party's engineer to comply with all codes, regulations and AT&T requirements prior to construction. GC to relocate/install per plan. Electrical Service to Space 0 • t-`o�EE) Light Switches 0 0 0 Lighting 0 • 0 AT&T to provide sales floor light fixtures only. Service Disconnect 0 0 Telephone Service to Space 0 . i1.1 0 0 0 Life Safet Emergency Light Fixtures 0 Installed By 0 RECEIVED CITY OF TUKWILA OCT 12 2016 CORRECTION CO LTi# PERMIT CENTER Comments 0 0 AT&T Separate Vendor 0 0 GC to provide additional as required by local codes and ordinances. Fixtures are to be ordered through Granger Fire Extinguishers 0 Restroom Fixtures 0 0 Restroom Exhaust Fan(s) Fire Extinguishers are to be located as required by local municipal codes. Fire Sprinkler & Alarm System Smoke Detector & Alarm System o 0 0 Sanitary Line Rough -in o • Thermostat(s) 0 Where applicable, all fire sprinklers and alarms should be laid out and installed in consideration of AT&T's approved floor and ceiling plan. If applicable, all strobes shall be confirmed to comply with all TAS and/or ADA regulations. GC to modify existing fire sprinkler system as required per new reflected ceiling plan. Mechanical HVAC distribution Furnished By Installed By 0 RECEIVED CITY OF TUKWILA OCT 12 2016 CORRECTION CO LTi# PERMIT CENTER Comments 0 0 AT&T Separate Vendor 0 0 All ductwork, dampers, and diffusers to be provided and installed based or the lighting layout on the ceiling plan provided by K+K, Inc. Existing unit to remain. GC to provide additional tonnage as required. GC to coordinate with mech. sub on design build. provide struct. as req. HVAC Rooftop Unit & Curb N co t w Restroom Fixtures 0 Restroom Exhaust Fan(s) o 0 GC to verify all fixtures are in proper wor<ing 0 Sanitary Line Rough -in 0 Thermostat(s) 0 0 0 t-`o�EE) Water Line Plumbin VIPWFIl t= Restroom Accessories Furnished By Installed By 0 RECEIVED CITY OF TUKWILA OCT 12 2016 CORRECTION CO LTi# PERMIT CENTER Comments 0 Landlord/Landlord GC AT&T Separate Vendor 0 GC to verify all accessories are in proper vtki c 9!pLIANCE N co t w Restroom Fixtures 0 o 0 GC to verify all fixtures are in proper wor<ing cogdtitIorl- .a Sanitary Line Rough -in 0 t-`o�EE) Water Line 0 OCT 2 5elf I . i1.1 0 0 Sionaae City of Tukw Interior Signage Furnished By Installed By 0 RECEIVED CITY OF TUKWILA OCT 12 2016 CORRECTION CO LTi# PERMIT CENTER Comments 0 Landlord/Landlord GC AT&T Separate Vendor Dealer GC Landlord/Landlord GC L111_DINt� DIV1 ION N co t w Exterior Building Signage 0 o Sign vendor to obtain all required signag AT&T to provide exterior signage. G.C. to ermite-and-bandlord-approval. provide time clock and power. Item Furnished By Installed By . co RECEIVED CITY OF TUKWILA OCT 12 2016 CORRECTION CO LTi# PERMIT CENTER Comments Dealer GC Landlord/Landlord GC AT&T Separate Vendor Dealer GC Landlord/Landlord GC IAT&T N co t w gb 02,149 ISSUE DATE 10.07.2016 / \ PC/LL COM co co Q -a 0 o a) c rn l0 0y O N as 113igc E 8 Y Y 1 csuli gas,- WU) 10096 REGISTERED ARCHITECT JOHN H. US STATE OF WA NGTON J IJJ -J 00 00 � � CO co ce 1Q wI--w�j <CW=W aiDIE F- I- 0 co I-U) TYP These drawings/specifications are the property of Kamus + Keller. They are furnished as contract documents only. The seal(s) and signature(s) apply only to the documents to which they affixed, and expressly displaim any responsibility for all other plans, specifications, estimates, reports or other documents or Instruments relating to or Intended to be used for any part or parts of the architectural or engineering project. Additionally these drawings and seal(s) shall In no way convey or imply any time of warranty or certification relating to the performance of products and materials beyond those provided by their respective manufacturer. PROJECT NO. 16.0430.01 DRAWN/REVIEWED MSJAB DATE/ISSUE 09.07.2016 SHEET TITLE COVER SHEET SHEET NO. C.S. GENERAL NOTES 1. THE "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" A201 2007 EDITION OF THE AMERICAN INSTITUTE OF ARCHITECTS AS MODIFIED AND AS MADE A PART OF THE G.C. CONTRACT WITH OWNER. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES HAVING JURISDICTION. 3. INSTALL ALL MANUFACTURED ITEMS, MATERIALS AND EQUIPMENT IN STRICT ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 4: CONTRACTOR IS RESPONSIBLE FOR EXAMINING ALL CONTRACT DOCUMENTS, FIELD CONDITIONS AND CONFIRMING THAT WORK IS BUILDABLE AS SHOWN BEFORE PROCEEDING WITH CONSTRUCTION. IF THERE ARE ANY QUESTIONS REGUARDING THESE OR OTHER COORDINATION QUESTIONS, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ARCHITECT AND/OR TENANT CONSTRUCTION COORDINATOR BEFORE PROCEEDING WITH WORK IN QUESTION OR RELATED WORK. 5. CONTRACTOR FOR THE PROJECT SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING PERMITS. 6. CONTRACTOR SHALL SUBMIT CONFIRMATIONS WITH DELIVERY DATES FOR ORDERS OF ORDERED ITEMS. 7. CONTRACTOR SHALL SUBMIT ONE SEPIA SET OF SHOP DRAWINGS OF ALL STONEWORK, MILLWORK, MISCELLANEOUS METAL, DOORS, DOOR HARDWARE AND EQUIPMENT. SHOP DRAWINGS SHOULD INCLUDE DETAILED FABRICATION AND ERECTION DRAWINGS, SETTING DRAWINGS, DIAGRAMMATIC DRAWINGS AND MATERIAL SCHEDULES, LOCATION AND ORIENTATION OF ALL ITEMS SHALL BE CLEARLY INDICATED. BEGIN FABRICATION ONLY AFTER RECEIVING ARCHITECTS AND/OR TENANT CONSTRUCTION COORDINATOR'S APPROVAL OF SHOP DRAWINGS. 8. ALL REQUESTS FOR SUBSTITUTIONS OF ITEMS SPECIFIED SHALL BE SUBMITTED IN WRITING AND WILL BE CONSIDERED ONLY IF BETTER SERVICE FACILITIES, A MORE ADVANTAGEOUS DELIVERY DATE OR A LOWER PRICE WITH CREDIT TO THE TENANT WILL BE PROVIDED WITHOUT SACRIFICING QUALITY, APPEARANCE AND FUNCTION. UNDER NO CIRCUMSTANCES WILL THE ARCHITECT BE REQUIRED TO PROVE THAT A PRODUCT PROPOSED FOR SUBSTITUTION IS OR IS NOT OF EQUAL QUALITY TO THE PRODUCT SPECIFIED. 9. ALL WORK NOTED "N.I.C." OR "NOT IN CONTRACT' IS TO BE ACCOMPLISHED BY A CONTRACTOR OTHER THAN THE GENERAL CONTRACTOR AND IS NOT TO BE PART OF THE CONSTRUCTION AGREEMENT. THE GENERAL CONTRACTOR SHALL COORDINATE WITH "OTHER" CONTRACTORS AS REQUIRED. FEE REQUIREMENTS ESTABLISHED BY OWNER, TENANT, OR BOTH. 10. "ALIGN" AS USED IN THESE DOCUMENTS SHALL MEAN TO ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE. 11. "TYPICAL" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION IS THE SAME OR REPRESENTATIVE FOR ALL SIMILAR CONDITIONS THROUGHOUT, UNLESS OTHERWISE NOTED. 12. DETAILS ARE USUALLY KEYED AND NOTED "TYPICAL" ONLY ONCE, WHEN THEY FIRST OCCUR, AND ARE REPRESENTATIVE FOR SIMILAR CONDITIONS THROUGHOUT, UNLESS OTHERWISE NOTED. 13. COLUMN CENTERLINES (ALSO REFERRED TO AS GRID LINES) ARE SHOWN FOR DIMENSIONING PURPOSES. (RE: BASE BUILDING DRAWINGS EXACT LOCATION.) 14. ALL VERTICAL DIMENSIONS SHOWN TO FLOOR ARE SLAB, UNLESS OTHERWISE INDICATED. 15. DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN. LARGE SCALE DETAILS GOVERN OVER SMALL SCALE DETAILS. 16. ALL WORK PERFORMED BY THE CONTRACTOR SHALL CONFORM TO THE EXISTING BUILDING STANDARDS. SEE NOTE NUM. 10 FOR ALTERNATES. 17. CONTRACTOR SHALL PATCH ANY EXISTING WALLS AND/OR CEILINGS AS NEEDED TO REFURBISH THE LEASE SPACE AND REPAIR ALL DAMAGES. 18. CONTRACTOR SHALL BE RESPONSIBLE FOR THE GENERAL CLEANING OF A JOB AFTER ITS COMPLETION. CLEANING SHALL INCLUDE INTERIOR OF THE BUILDING AND PATH OF TRAVEL TO THE JOB SITE AND SHALL INCLUDE THE PARKING LOT, ELEVATORS, LOBBIES AND CORRIDOR CARPET. 19. CONTRACTOR SHALL REFINISH ANY BLEMISHED DOOR, OR REPLACE SAID DOOR IF NOT ABLE TO REFINISH. 20. CONTRACTOR SHALL PROVIDE RECORD DOCUMENTS & SHALL PROVIDE SAID DOCUMENTATION TO TENANT CONSTRUCTION COORDINATOR UPON COMPLETION OF TENANT CONSTRUCTION. NO EXCEPTIONS. 21. FIRE EXTINGUISHERS REQUIREMENTS SHALL BE INSTALLED AS REQUIRED PER CURRENT LOCAL CODES. 22. DUMPSTERS AND CONTAINERS WITH AN INDIVIDUAL CAPACITY OF 1.5 CUBIC YARDS [40.5 CUBIC FEET (1.15 CUBIC METERS)] OR MORE SHALL NOT BE STORED IN BUILDINGS OR PLACED WITHIN 5 FEET (1524MM) OF COMBUSTIBLE WALLS, OPENINGS OR COMBUSTIBLE ROOF EAVE LINES. EXCEPTIONS: DUMPSTERS OR CONTAINERS IN AREAS PROTECTED BY AN APPROVED AUTOMATIC SPRINKLER SYSTEM INSTALLED THROUGHOUT IN ACCORDANCE WITH SECTION 903.3.1.1, 903.3.1.2 OR 903.3.1.3. 23. NEW AND EXISTING BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. THESE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABIC NUMERALS OR ALPHABET LETTERS. NUMBERS SHALL BE A MINIMUM OF 4 INCHES (102MM) HIGH WITH A MINIMUM STROKE WIDTH OF 0.5 INCHES (12.7MM) AS REQUIRED PER CURRENT LOCAL CODES. CONSTRUCTION NOTES ALL PARTITION LOCATIONS, DIMENSIONS AND TYPES, ALL DOOR AND WINDOW LOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN. IN CASE OF CONFLICT, NOTIFY ARCHITECT; PARTITION PLAN BY BY ARCHITECT SUPERSEDES OTHER PLANS. ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE TO FINISH FACE, UNLESS OTHERWISE NOTED. ALL DIMENSIONS MARKED "CLEAR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL FINISHES INCLUDING CARPET, CERAMIC TILE, VCT, ETC. DIMENSIONS LOCATING DOORS BY EDGE ARE TO THE INSIDE EDGE OF JAMB, UNLESS OTHERWISE NOTED. PARTITIONS AT BUILDING PERIMETER SHALL BE CENTERED ON CENTER LINE OF COLUMN OR WINDOW MULLION, UNLESS OTHERWISE NOTED. COLUMN CENTER LINES (OR GRID LINES) ARE SHOWN FOR DIMENSIONING, VERIFY EXACT LOCATIONS IN FIELD. WITH PAINT FOR REVIEW BY ARCHITECT PRIOR TO INSTALLATION. REVIEW WILL BE FOR DESIGN INTENT, CONTRACTOR SHALL COORDINATE AND VERIFY ALL CONDITIONS TO ENSURE PROPER FIT. MAXIMUM PULL OR PUSH EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR INTERIOR AND EXTERIOR DOORS, MEASURED AT RIGHT ANGLES TO HINGED DOORS AND AT CENTER PLANE OF SLIDING OR FOLDING DOORS. CORRESPONDING DEVICES OF AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. MAXIMUM EFFORT TO OPERATE REQUIRED FIRE DOORS MAY BE INCREASED NOT TO EXCEED 15 POUNDS. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE WHICH RETRACT BOTH LOCKS WITH A SINGLE OPERATION. "DEAD BOLT ARE NOT PERMITTED ON EXIT DOORS". G.C. TO PROVIDE A DURABLE SIGN PLACED OVER THE MAIN EXIT DOORS STATING "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" ABBREVIATIONS A F A/C AIR CONDITIONING ACOUS. ACOUSTICAL ACOUS.T ACOUSTICAL TILE (OR AC.T.) ADD'N(L). ADDITION(AL) ADJ. ADJUSTABLE ALUM. ALUMINUM ALT. ALTERNATE ANOD. ANODIZED APPVD. APPROVED APPROX. APPROXIMATE ARCH. ARCHITECT or ARCHITECTURAL AUTO. AUTOMATIC AVG. AVERAGE E AND A.F.F. ABOVE FINISH FLOOR B BD. BLDG. BLKG. BRKT. BRZ. BSMT. C BOARD BUILDING BLOCKING BRACKET BRONZE BASEMENT CAB. C.C. CER. CLKG. Q CLG. (OR CEIL.) CLOS. CLR. CLR. OPG. COL. CONC. CONN. CONST. CONT. COR. CORR. CTR. C.W. D CABINET CENTER TO CENTER CERAMIC CALKING CENTER LINE CEILING CLOSET CLEAR CLEAR OPENING COLUMN CONCRETE CONNECTOR CONNECTION CONSTRUCTION CONTINUOUS CORNER CORRIDOR CENTER COLD WATER D.A. DBL. DEPT. DET. D.F. DIA. DIM. DIV. DN. DR. DWG. DRW. DW. E DOUBLE-ACTING DOUBLE DEPARTMENT DETAIL DRINKING FOUNTAIN DIAMETER DIMENSION DIVISION DOWN DOOR. DRAWING DRAWER DISHWASHER (E.) ELEC. EL. ELEVR. ENGR. EQ. EQUIP. EXH. EXIST. EXPAN. EXPOS. EXT. ELECT. EAST ELECTRIC ELEVATION ELEVATOR ENGINEER EQUAL EQUIPMENT EXHAUST EXISTING EXPANSION EXPOSED EXTERIOR ELECTRICAL F.ALM. FABR. F.E. F.E.C. F.F. F.H.C. FIN. FLR. FLUOR. F.O.C. F.O.F. F.O.G. F.O.S. F.O.W. FR. F.S. FT. F -F FURR. G FIRE ALARM FABRICATE FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISH FLOOR FIRE HOSE CABINET FINISH(ED) FLOOR FLUORESCENT FACE OF CONCRETE FACE OF FINISH FACE OF GYP. BD. FACE OF STUD FACE OF WALL FRAME FULL SIZE FOOT OR FEET FACE TO FACE FURRING GD. GA. GEN. G.F.I. GL. GYP. GYP. BD. H GARBAGE DISPOSAL GAUGE GENERAL GROUND FAULT ISOLATED GLASS OR GLAZED GYPSUM GYPSUM BOARD HDWR. HDWD. HGT. H.M. HORIZ. HVAC H.W. HARDWARE HARDWOOD HEIGHT HOLLOW METAL HORIZONTAL HEATING, VENTILATING AND AIR CONDITIONING HOT WATER I.M. I.D. INCL. INFO. INCAN. J ICE MAKER INSIDE DIAMETER INCLUDE(D)(ING) INFORMATION INCANDESCENT JAN. L JANITOR LAM. LB. (OR #) L.H. M ANGLE LAMINATE POUND LEFT HAND MAINT. MAX. MECH. M.C. MTL. MEZZ. MFG. MFR. MGR. MIN. MISC. MTD. MUL. M.TH. MW. MAINTENANCE MAXIMUM MECHANICAL MAIL CHUTE METAL MEZZANINE MANUFACTURING MANUFACTURER MANAGER MINIMUM MISCELLANEOUS MOUNTED MULLION METAL THRESHOLD MICROWAVE AT&T VENDOR ORDERING PROCESS: N S (N) N. NEG. N.I.C. NO.(OR #) N.T.S. O NORTH NEW NEGATIVE NOT IN CONTRACT NUMBER NOT TO SCALE O.A. O.C. O.D. OFF. O.H. OPNG. OPP. ORIG. P OVERALL ON CENTER OUTSIDE DIAMETER OFFICE OPPOSITE HAND OPENING OPPOSITE ORIGINAL PART. BD. P.LAM. PLAS. PLY. PNL. PR. PREFAB. PROJ. PTN. PTD. T PARTICLE BOARD PLASTIC LAMINATE PLASTER PLYWOOD PANEL PAIR PREFABRICATED PROJECT PARTITION PAINTED T&B TECH. TEL. TEMPD. TEMP'Y TEMP. GL. THK. TYP. U TOP AND BOTTOM TECHNICAL TELEPHONE TEMPERED TEMPORARY TEMPERED GLASS THICK(NESS) TYPICAL U.L. UTIL. U.O.N. V UNDERWRITERS LABORATORY UTILITY UNLESS OTHERWISE NOTED VERT. VEST. V.I.F. VOL. VER Q VERTICAL VESTIBULE VERIFY IN FIELD VOLUME VERIFY QUAL. QUAN. R QUALITY QUANTITY RE. R. R/A RAD. RECEP. REF. REFL. REINF. RESIL. REQD. R.H. RM. RND. R.O. REV. RELOCATE REMOVE RETURN AIR RADIUS RECEPTACLE REFERENCE REFLECTED REINFORCED RESILIENT REQUIRED RIGHT HAND ROOM ROUND ROUGH OPENING REVISION (S) S.C. SCHED. SECT. SHT. SIM. SQ. SF(OR ) tI S.S. ST. STA. STD. STL. STRUCT. SUSP. SYMM. SYS. SPL. W SOUTH SOLID CORE SCHEDULE SECTION SHEET SIMILAR SQUARE SQUARE FEET STAINLESS STEEL STAIN STATION STANDARD STEEL STRUCTURAL SUSPEND(ED) SYMMETRICAL SYSTEM SPLASH (W) W/ W.C. WD WDW. W.H. W/O W.S. WT. Y WEST WITH WALL COVERING WOOD WINDOW WATER HEATER WITHOUT WEATHERSTRIPPING WEIGHT YD. YARD /0 ROUND SQ.FT. SQUARE INCHES (OR DITTO) FIXTURES (AT&T/RCS) -RCS CONTACT: LEVI STAIR, 414-354.6900 Ievi.stair@resretail.com KENNY HESSEL, kenny@resretail.com ; jon.bublitz@rcsretail.com DIVERSIFIED RESOURCE GROUP - 678-282.0760, DARRELL CREEDON, darrell@drgatlanta.com ; JORDAN BLANKENSHIP, jordan@drgatlanta.com ; RESOURCE FOR ORDERING BAU LEARNING TABLES, BLACK BOX CAT5E KEYSTONE STRAIGHT COUPLER LIGHT FIXTURES (AT&T/GRAINGER) F12 DOME LIGHTS, F4A (MONOPIONT) AND F16 (1' x 4' LED) REQUIRED. CEILING MATERIALS (AT&T/GRAINGER) SALES FLOOR ONLY NEW LIGHT FIXTURE FOR LED, CONTACT PERSON ATT@GRAINGER.COM; SILVERTONE 2' x 2' GRID AND SILVERTONE USG 414 CEILING TILES (COR STANDARD); SAME GRAINGER CONTACT AS ABOVE. HDMI/USB CABLES FOR LEARNING TABLE TRANSACTIONAL CAPABILITY - OPTIONAL - SOURCED AT GRAINGER, CONTACT GRAINGER QMI CABINET (QMI) - OPTIONAL -ALEX GIUSTI, QMI, agiusti@qmiusa.com, 630-529.7111, x1012 CARPET (AT&T/SHAW FLOORING) SALES FLOOR CARPET TILES (REGULAR) PLUS ENTRYWAY WALK -OFF TILES; QUARTER TURN TILES, FLOOR BASE NOT INCLUDED (SHAW,GUNMETAL COLOR) -MARK LAW, 770-241.1345, mark.law@shawinc.com SHOPPERTRAK (AT&T/DEALER) - 5 WEEK LEAD-TIME; SUBMIT ORDER TO ORDERS@SHOPPERTRACK.COM; IF ISSUES, EMAL MIKE MCNAMARA AT mmcnamara@shoppertrack.com AT&T IT - REGIONAL PEM -CE SUBMITS ORDER FORM TO MICHEIL BURNS, AT&T IT (COPYING ERIC CLUCK, KATHY HAMBY) -AATV IT, FOR EITHER SMALL OR LARGE AATV FIXTURE (MONITOR, CPU, IT COMPONENTS, PLUS INSTALL) -AT&T IT COORDINATES FOR DELL TECHNICIAN TO INSTALL (1 DAY INSTALL), TYPICALLY THE DAY BEFORE OF DAY OF PUNCHLIST INSPECTION, PAID DIRECTLY BY AT&T -DEALER MUST HAVE DSL OPERATIONAL AND POWER ON DAY OF THE DELL INSTALL -AT&T PJM/CM COORDINATES WITH AT&T IT CONTACTS ARE MICHEIL BURNS, 770-410.6741, mb8141@att.com; ERIC CLUCK, ec0369@att.com, KATHY HAMBY, khamby@prosysis.com EXTERIOR SIGNAGE: -DEALER TO USE EITHER AT&T SIGN VENDOR OR ITS OWN SIGN VENDOR -DEALER MUST SUBMIT ITS SIGN RENDERINGS/SPECS/DETAILS TO AT&T FOR AT&T REVIEW AND APPROVAL PRIOR TO SIGN FABRICATION (INCLUDES EXTERIOR SIGNS, PYLON/MONUMENT SIGN PANELS AND ENTRY DOOR GRAPHICS) SECURITY - OPTIONAL (IF INSTALLED, MUST USE WHITE OR SILVER EQUIPMENT MOUNTED IN CEILING) GENERAL LANDLORD NOTES 1. ALL WORK AND MATERIAL SHALL BE IN ACCORDANCE WITH LANDLORD'S TENANT DESIGN AND TECHNICAL CRITERIA AND CENTER'S RULES AND REGULATIONS. ALL CONTRACTORS SHALL OBTAIN A COPY FROM LANDLORD'S TENANT COORDINATOR OR MALL FACILITIES MANAGER AND BECOME FAMILIAR WITH THE REQUIREMENTS CONTAINED WITHIN PRIOR TO START OF JOB. WHERE LANDLORD'S REQUIREMENTS CONFLICT WITH CODES OR ORDINANCES, THE STRICTEST INTERPRETATION SHALL APPLY. 2. TENANT IS REQUIRED TO PERFORM A SITE SURVEY OF THE ENTIRE PREMISES PRIOR TO COMMENCEMENT OF TENANT'S CONSTRUCTION. ANY VARIANCES BETWEEN THESE APPROVED PLANS, LANDLORD PROVIDED LOD AND ACTUAL SITE CONDITIONS SHALL BE THE SOLE RESPONSIBILITY OF THE TENANT. ALL COSTS ASSOCIATED WITH REVISIONS AND CHANGE ORDERS SHALL BE THE SOLE RESPONSIBILITY OF TENANT. 3. TENANT GC REQUIRED TO CONDUCT A PRECONSTRUCTION MEETING AT A MINIMUM 3 DAYS PRIOR TO START OF CONSTRUCTION WITH DUSTIN JACKSON, FACILITIES MANAGER (dujackson@westfteld.com / 206.802.6044) AND ABIDE BY ALL CURRENT "TENANT CONTRACTOR SAFETY STANDARDS" AND "TENANT CONSTRUCTION MANUAL" AS ISSUED BY THE LOCAL CENTER MANAGEMENT TEAM. 4. BARRICADE GRAPHICS REQUIRED TO BE INSTALLED WITHIN 48 HOURS OF BARRICADE INSTALLATION. GRAPHICS MUST BE APPROVED BY mall MARKETING department. 5. TENANT GC REQUIRED TO PROVIDE ONE FINAL SET OF DRAWINGS CONTAINING ALL COMMENTS INCLUDING WESTFIELD, CITY AND TENANT AS WELL AS WESTFIELD TC APPROVAL STAMP AND CITY PERMIT STAMP AT PRECONSTRUCTION MEETING AND MAINTAINED AT WORK SITE AT ALL TIMES. 6. TENANT MUST MAINTAIN ACCESS, AS REQ'D, TO ALL UTILITY SYSTEMS SERVING THE BASE BUILDING OR ADJACENT TENANTS. 7. ALL REUSED ITEMS/FINISHES MUST BE RETURNED TO LIKE NEW CONDITION. APPROVAL BY WESTFIELD REQUIRED. 8. NO ADDITIONAL SIGNAGE, GRAPHICS OR MERCHANDISE FIXTURES ARE PERMITTED TO BE AFFIXED TO OR ON THE APPROVED DESIGN, DISPLAYED OUTSIDE OF THE PREMISES OR PLACED WITHIN OR ON TOP OF COUNTERS AND SNEEZE GUARDS WITHOUT THE EXPRESS WRITTEN CONSENT OF THE LANDLORD. ALL LANDLORD APPROVED SIGNAGE, PROMOTIONAL OR OTHERWISE, SHALL BE PROFESSIONALLY PRINTED AND MOUNTED. 9. TENANT MUST INSTALL ADDRESSES ON STOREFRONT PER TUKWILA FIRE DEPARTMENT. ADDRESS TO BE 4" TALL IN WHITE VINYL AND W WIDE FONT. BOTTOM OF NUMBERS TO BE 18" AFF AND LOCATED ON LOWER RIGHT OR LEFT OF STOREFRONT. VERIFY ACTUAL LOCATION WITH WESTFIELD TC. 10. WESTFIELD TC APPROVAL REQUIRED PRIOR TO BARRICADE TAKE DOWN, IF APPLICABLE. TENANT GC TO SCHEDULE PRELIMINARY PUNCH WALK WITH WESTFIELD TC ONE WEEK PRIOR TO SCHEDULED BARRICADE TAKE DOWN. 11. TENANT REQUIRED TO PROVIDE WESTFIELD AS -BUILT SET IN AUTOCAD AND PDF UPON COMPLETION OF WORK. 12. TENANT GC REQUIRED TO CONDUCT PUNCH WALK WITH WESTFIELD TC OR APPROVED WESTFIELD PERSONNEL AND GENERATE PUNCH LIST WITHIN 5 BUSINESS DAYS OF THE WALK. UPON APPROVAL OF PUNCH LIST BY WESTFIELD TC, GC SHALL ADDRESS ALL ITEMS ON THE PUNCH LIST WITHIN 30 DAYS. LANDLORD DESIGN NOTES 1. TENANT SHALL ENSURE THAT ENTIRE STOREFRONT IS BEHIND THE LEASE LINE. COORDINATE FIELD CONDITIONS WITH WESTFIELD ONSITE TC - SNAP LEASE LINES WITH TT GC AND WESTFIELD TC PRESENT. 2. CUT SHEETS OF ALL FIXTURES/LIGHTING/DISPLAY ELEMENTS IN SALES AREA MUST BE SUBMITTED TO WESTFIELD FOR APPROVAL. 3. SIGNAGE, GRAPHICS AND VIDEO CONTENT (IF APPLICABLE) TO BE SUBMITTED FOR WESTFIELD REVIEW AND APPROVAL. 4. ALL REUSED ITEMS/FINISHES MUST BE RETURNED TO LIKE NEW CONDITION. APPROVAL BY WESTFIELD REQUIRED. 5. TENANT TO EXTEND LANDLORD MALL FLOORING FINISHES TO NEW STOREFRONT IN ANY/ALL AREAS WHERE NEW STOREFRONT IS RECESSED BEHIND LEASE LINE. TENANT TO EXTEND LANDLORD MALL FLOORING FINISHES TO DOOR CLOSURE LINE. TENANT TO REPAIR MALL FINISHES (FLOORING) TO AS -NEW CONDITION, REPLACE AS NEEDED. COORDINATE WITH ONSITE MALL FACILITIES MANAGER. IN THE EVENT MALL IS OUT OF SPECIFIC BORDER TILE, TENANT SHALL INSTALL NEW TILE ACROSS EXTENT OF STOREFRONT PURCHASED FROM MALL MANAGEMENT. 6. ANY AND ALL WORK IS TENANT'S AT TENANT'S EXPENSE. IF NOT EXISTING, TENANT TO PROVIDE AT TENANT'S EXPENSE. WESTFIELD RESPONSIBLE FOR NO WORK AND NO EXPENSE. 7. WESTFIELD TC APPROVAL REQUIRED PRIOR TO BARRICADE TAKE DOWN. TENANT GC TO SCHEDULE PRELIMINARY PUNCH WALK WITH WESTFIELD TC ONE WEEK PRIOR TO SCHEDULED BARRICADE TAKE DOWN. 8. ALL FLOOR TRANSITIONS IN SALES AREA TO BE RECESSED METAL. 9. ALL MATERIALS SHOULD BE RATED FOR HEAVY COMMERCIAL USE. 10. RECTANGULAR MODULE OR MINIMUM 24" X 24" SQUARE MODULE FOR TILE IN SALES AREA. 11. ALES FLOOR TO BE WOOD OR OTHER DURABLE MATERIAL. 12. ALL VISIBLE SPRINKLERS FROM THE MALL OR SALES FLOOR MUST BE RECESSED AND CONCEALED WITH COVERS SHOP PAINTED TO MATCH ADJACENT SURFACE OR SURROUNDING AREA. 13. SPEAKERS / SECURITY CAMERAS MUST BE RECESSED AND NOT SURFACE MOUNTED, IF APPLICABLE. 14. ALL TVS AND MONITORS MUST BE RECESSED INTO WALL OR BE FRAMED OUT WITH ONLY SCREEN VISIBLE NO VISIBLE CORDS. 15. ALL POWER MUST BE TRENCHED - NO POWER POLES OR EXPOSED WIRING. 16. ALL EMERGENCY AND EXIT LIGHTING IN SALES AREA MUST HAVE RECESSED BASE - NOT SURFACE MOUNTED. 17. INDICATE ALL ITEMS MOUNTED ON/IN CEILING IN DRAWINGS. 18. IF APPLICABLE, LL REQUIRES FULLY CONCEALED SECURITY OR THEFT DETERRENT SYSTEM. 19. IF APPLICABLE, ANY PEOPLE COUNTER SYSTEM TO BE CONCEALED FROM VIEW. 20. NO SURFACE MOUNTED TRACK LIGHTING IN SALES AREA - MUST BE RECESSED LIGHTING OR TRACKS RECESSED INTO COVE. LANDLORD DEMOLITION NOTES RECEIVED CITY OF TUKWILA OCT 12 2016 PERMIT CENTER 1. CONTRACTOR SHALL PROVIDE MALL FACILITIES 48-HOUR ADVANCE NOTICE PRIOR TO DEMOLITION. 2. CARE SHALL BE TAKEN DURING DEMOLITION SO AS NOT TO DAMAGE OR ALTER ANY EXISTING STRUCTURAL MEMBERS. LANDLORD SHALL BE NOTIFIED IMMEDIATELY IF ANY DAMAGE OCCURS OR IS DISCLOSED DURING DEMOLITION. 3. ALL WALLS AND CEILINGS THAT ARE REMOVED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCONNECTING AT THE SOURCE AND REMOVING OR CAPPING ANY ELECTRICAL, PLUMBING, GAS LINES AND MECHANICAL DUCTWORK THAT IS DISCLOSED AND NOT SCHEDULED FOR REUSE. REROUTE AND CONTINUE ANY SYSTEM THAT MUST BE RETAINED FOR ADJACENT TENANT SPACES THAT ARE NOT IN THESE PLANS. 4. ALL ELECTRICAL CIRCUITS FOR EQUIPMENT THAT IS TO BE REMOVED SHALL BE DISCONNECTED AT SOURCE AND REMOVED. 5. ALL GAS WATER AND DRAIN LINES SUPPLYING EQUIPMENT THAT IS TO BE REMOVED SHALL BE DISCONNECTED, REMOVED AND CAPPED ABOVE CEILING OR BELOW FLOOR. IF CONTINUITY OF SYSTEM MUST BE MAINTAINED FOR USE BY ADJACENT TENANT SPACES, CONTRACTOR SHALL REROUTE, AS NECESSARY, TO BE BEHIND NEW CONSTRUCTION. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING FROM SITE, ALL RUBBLE AND DEBRIS CAUSED BY DEMOLITION AND DISPOSING OF IT IN A PROPER MANNER. PROVIDE HAUL ROUTE TO MALL MANAGEMENT FOR REMOVAL OF RUBBLE OR DEBRIS. PROTECT MALL FLOOR WITH MASONITE OR SIMILAR WHEN USING CARTS, DOLLIES OR OTHER TRANSPORTATION METHODS. DEBRIS REMOVAL MUST NOT BE VISIBLE IN THE MALL COMMON AREA DURING BUSINESS HOURS. 7. DEMISING PARTITION WORK TO BE REMOVED SHALL BE PERFORMED IN ACCORDANCE WITH LANDLORD'S CRITERIA. 8. NOTIFY MALL MANAGEMENT OF ANY SPRINKLER REWORK TWO BUSINESS DAYS IN ADVANCE. SPRINKLER DRAIN DOWN FEE MUST BE PAID IN ADVANCE DURING PRECONSTRUCTION MEETING. 9. ENSURE SPACE IS COMPLETELY SEALED DURING DEMOLITION SUCH THAT DUST DOES NOT TRAVEL THROUGH THE COMMON PLENUM TO ADJACENT TENANT SPACES.OR.MALL COMMON AREA REVIEWED FOR CODE COMPLIANC APPROVED 10. PROTECT ANY VENTS, VERIFY WITH MALL FACILITIES PRIOR TO COVERING RETURN VENTS. 11. SPRINKLER AND RESTORATION COMPANY MUST BE ON STANDBY DURING DEMOLITION. OCT 2 5 2016 12. PROTECT MALL FINISHES - PATCHBACK AS NECESSARY. CONTACT FACILITIES FOR MALL TILES. REFER TO CONSTRUCTION MANUAL FOR CEILING AND NEUT}ZAL PIER PAINT SPEC. 13. GC TO CONDUCT DEMOLITION WALK-THROUGH WITH TC AND MALL FACILITIES PRIOR TO ANY NEW WORK. COORDINATE CEILING ACCESS PANEL LOCATION PRIOR TO INSTALLING NEW CEILING. WITI 1_y FAC1tLnfih$ • BUILDING UIVIe IC°> 10.07.2016 / \ PC/LL COM a • 0 e5.. 0 >i A E m -63 8" of N8 j m • 0 E 8 m OA0) CD CD N. N .0) U: J J Joao 00 O Q 074 W ICC W- w < WIL1.1 W F- I -=0Q 0 W I 0 0 (/) O These drawings/specifications are the property of Kamus + Keller. They are furnished as contract documents only. The seal(s) and signature(s) apply only to the documents to which they affixed, and expressly dlsplaim any responsibility for all other plans, specifications, estimates, reports or other documents or instruments relating to or Intended to be used for any part or parts of the architectural or engineering project. Additionally these drawings and seal(s) shall In no way convey or Imply any time of warranty or certification relating to the perfomrance of products and materials beyond those provided by their respective manufacturer. PROJECT NO. 16.0430.01 DRAWN/REVIEWED MSIAB DATE/ISSUE 09.07.2016 SHEET TITLE NOTES SHEET NO. A-0.1 LEGEND (Gp .1Atrr INDICATES ACCESSIBLE PATH OF TRAVEL 230' PATH LENGTH TO PUBLIC RESTROOMS STORE LOCATION — RESTROOMS 16281 PUBIC CORN 5540 ELEC N ozqq ...:..:......... . CON TAPER STO REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 5 2016 City of Tukwil City of Tukwila BL��L�6E��f��ISION CITY OF TUKWILA OCT 12 2016 PERMIT CENTER MALL OVERALL PLAN WITH STORE LOCATION AND ACCESSIBLE PATH OF TRAVEL TO CLOSEST RESTROOM GROUP FACILITIES (FOR REF ONLY) NTS ISSUE DATE 10.07.2016 / \ PC/LL COM co M N 737, < -o O Q' N sy 0 0) Q� o vg M O 5 0 0 0) ca m o � . m all (.0 m N04 r O 'n'. .— J 1- u_ E 8 N Y These drawings/specifications are the property of Kamus + Keller. They are fumished as contract documents only. The seal(s) and signature(s) apply only to the documents to which they affixed, and expressly displalm any responsibility for all other plans, specifications, estimates, reports or other documents or instruments relating to or intended to be used for any part or parts of the architectural or engineering project. Additionally these drawings and seal(s) shall in no way convey or imply any time of warranty or certification relating to the performance of products and materials beyond those provided by their respective manufacturer. PROJECT NO. 16.0430.01 DRAWN/REVIEWED MSIAB DATE/ISSUE 09.07.2016 SHEET TITLE ADA PATH OF TRAVEL PLAN SHEET NO. A-0.2 DEMO FLOOR PLAN Scale : 1/4" = 1'-0" SUBMIT CORING PLAN TO BASE BUILDING STRUCTURAL ENGINEER FOR APPROVAL - THIS IS A STRUCTURAL SLAB - NO TRENCHING WITHOUT LL AND BASE BUILDING STRUCTURAL ENGINEER APPROVAL. DARREN JOHNSTON HARBOR CONSULTING ENGINEERS 3006 FUHRMAN AVENUE EAST SEATTLE, WA 98102 206.709.2397 DJOHNSTON@HARBORENGINEERS.COM T- I I I I I I 1 1 I I I 1 I I --1---1---I---I---I---I---I----1--+--I----I- 1 I I I I I I I I 1 I I I 1 IY r--1 L_J I I I 1 1 I---I---I---I---I---I---I----I---I---I- 1 1 I 1 1 1 I 1 --F-----1----T----T-7--T----1- 7—T----1- 1 --T--r1 I __ -L L _ 1_ I r -1r -1 I I I I* 1 1 I L — J L — J H 1 1 -I --+ - - I----I---I--- I- -- ---I iii I I I; 1 r r J �\ 07 / _7 - F II I— — —�— L —+1 L_J L_J I 01 TYPr—� -J L—J • --1 -71 II •1L -JI - Tyr -F L—J 7 7 T- 1 1 ---1 --L-_ _1_-1---- -I _ L L—J Ir — -i L_J --I---1- DEMO CEILING PLAN Scale : 1/4" = 1'-0" BARRICADE NOTES: BARRICADE GRAPHICS MUST BE APPROVED PRIOR TO PRECON AND MUST BE INSTALLED WITHIN 48 HOURS OF BARRICADE INSTALL. PROVIDE BARRICADE PLAN AND ELEVATIONS. BARRICADE TO BE FULL HEIGHT AND NO MORE THAN 3' FROM LEASE LINE - IN SOME CASES, BARRICADES MAY BE REQUIRED TO BE LESS THAN 3' FROM LEASE LINE. BARRICADE GRAPHICS REQUIRED TO BE FULL WRAP AND BLEED - SUBMIT BARRICADE GRAPHICS TO GENEVIEVE CHRISTEN (GCHRISTENSEN@US,WESTFIELD.COM) OR DUSTIN JACKSON (DUJACKSON@US.WESTFIELD.COM) FOR ALL REVIEW AND APPROVAL SEE BARRICADE GUIDELINES. 1 1 r- ---1-- 7.7: —.—• —• .--- J Li 04 SHEET NOTES • GC TO INSTALL FIRE RETARDANT BLOCKING AS REQUIRED FOR ALL CASEWORK, SHELVING, COUNTERTOPS & OWNER PROVIDED EQUIPMENT • PATCH CONCRETE SLAB AS REQUIRED TO CONDUIT INSTALLATION. SEE ELECTRICAL FOR EXTENT OF CORE -DRILLING, WHERE APPLICABLE. • ALL DIMENSIONS ARE FINISH TO FINISH UNLESS NOTED OTHERWISE. • MAINTAIN EXISTING FIRE RATINGS AT TENANT SEPARATION WALLS DURING DEMO/CONSTRUCTION FOR LL DEMOLITION NOTES REFER TO SHEET A-0.1 LEGEND IL J LIGHTING/CEILING ELEMENTS TO BE REMOVED INDICATES CORE -DRILLING FOR NEW POWER/DATA LINES. FOR REF.ONLY, SEE POWER PLAN INDICATES LOW WALL TO BE REMOVED. = = = EXISTING WALL TO BE REMOVED. DOOR - EXISTING TO BE REMOVED/RELOCATED. PATCH AND REPAIR AS REQUIRED. PREP TO RECEIVE a j NEW FINISHES. / - INDICATES THROUGHOUT LIGHT FIXTURE TO REMAIN. DEMOLITION PLAN KEY NOTES 01 4 INCH FLOOR CORE DRILL. FIRE PROOF AS REQUIRED. REFERENCE A-4.0 FOR FLOOR BOX/STUB-UP LOCATIONS. COORD W/ LL. SLAB TO BE X-RAYED PRIOR TO CORE DRILLING. 02 REMOVE EXISTING ELECTRICAL, DATA, TELEPHONE AND J -BOX OUTLETS AS SHOWN. REMOVE ALL WIRING BACK TO ELECTRICAL SUB PANELS. 03 REMOVE ALL FLOOR COVERING AND BASE THROUGHOUT SALES FLOOR. SCRAPE ALL FLOORS CLEAN OF ALL ADHESIVE, PAT. ETC. TO SMOOTH FINISH AND BROOM CLEAN. 04 REMOVE EXISTING WALL FINISHES AND SKIM COAT TENANT WALL TO PREPARE FOR APPROVED NEW FINISH. 05 VERIFY (E) WALLS ARE LEVEL 5 SMOOTH FINISH. PREPARE WALLS IF REQUIRED. 06 REMOVE INTERIOR TENANT NON -LOAD BEARING WALLS AND ASSOCIATED ELECTRICAL, DATA AND TELEPHONE & J -BOX. REMOVE ALL WIRING BACK TO ELECTRICAL SUB PANEL. 07 R• EMOVE EXISTING DOOR AND FRAME. 08 E• XISTING MILLWORK/ EQUIPMENT TO BE REMOVED THROUGHOUT. 09 G.C. TO VERIFY DIMENSIONS PRIOR THE START OF CONSTRUCTION. 10 REMOVE EXISTING DEMISING WALL 11 REMOVE (E) SINK, CAP OFF PLUMBING AT SOURCE. 12 . REMOVE STOREFRONT AND GLAZING. C. REMOVE EXISTING ELECTRICAL PANEL AT THIS LOCATION ONLY. REMOVE ALL WIRING BACK TO ELECTRICAL SUB PANEL. DEMOLITION CEILING PLAN KEY NOTES 01 1021 03 04 05 EXISTING LIGHT FIXTURE TO BE REMOVED. REMOVE EXISTING CEILING GRID, TILES AND LIGHTING. REWORK EXISTING FIRE/LIFE/SAFETY SYSTEM AS REQUIRED BY LOCAL CODES. REMOVE EXISTING GYPSUM BOARD CEILING AND LIGHTING. EXISTING GYPSUM SOFFIT TO REMAIN AT THIS AREA. EXISTING CEILING AND LIGHTING TO REMAIN AS -IS AT BOH. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL WALLS, FIXTURE LAYOUT, AND KEYNOTES IN CONFLICT PRIOR TO CONSTRUCTION. IT IS THE GC RESPONSIBILITY TO COORDINATE ALL TRADES. NOTIFY ARCHITECT IMMEDIATELY IF ANY DISCREPANCIES OCC FAILURE TO DO SO WILL RESULT IN CONTRACTOR OWNING ALL RESULTING ISSUES. REVIEWED FOR ODI COMPLIANCL: tPPROVED °gum OCT 25 2016 City Of Tukwila BUILDING DIVISION! RECEIVED CITY OF TUKWILA OCT 12 2016 PERMIT CENTER 10.07.2016 PC/LL COM E8 ro J • J LJJ2 00o0 O < 073 F Q w I—-w� <C W = LU- LU oo u) Liu QDOV) These drawings/specifications are the property of Kamus + Keller. They are furnished as contract documents only. The seal(s) and signature(s) apply only to the documents to which they affixed, and expressly displalm any responsibility for all other plans, specifications, estimates, reports or other documents or Instruments relating to or intended to be used for any part or parts of the architectural or engineering project. Additionally these drawings and seal(s) shall In no way convey or Imply any time of warranty or certification relating to the performance of products and materials beyond those provided by their respective manufacturer. PROJECT NO. 16.0430.01 MSIAB DATEJISSUE 09.07.2016 SHEET TITLE DEMO PLAN SHEET NO. A-1.0 79'-10" T ROOM NAME -> BASE WALL CEILING COMMENTS ROTATE CARPET TILE PATTERN DIRECTION 90 DEGREES FROM ADJACENT AS INDICATED, TYP. N P -4E TO 8'-0" A.F.F. P-1 E ABOVE 8'-0" 11010®m ®® ®® 0 MO 10 DOOR SCHEDULE FINISH/PARTITION PLAN Scale : 1/4" = 1'-0" 1 1 11 1 1 011 101 Jproj_ection of offit ab L FINISH SCHEDULE 18'-7" ROOM # ROOM NAME FLOOR BASE WALL CEILING COMMENTS 100 SALES FLOOR CPT -1 PT -1 WB -1 PT -1 P-1 E, P -4E GYP.BD. PT -1 SEE FINISH PLAN AND INTERIOR ELEVATIONS. 101 OPEN OFFICE EXTG. EXTG. EXTG. EXTG. SEE KEYNOTE #8 102 RESTROOM EXTG. EXTG. EXTG. EXTG. HW2 101 3'-0" 7'-0" 1 3/4" E Existing Existing Existing Existing Existing Existing GC to provide restroom signage per local codes. 102 NOTE #1: TOILET ROOMS MUST COMPLY WITH LOCAL CODES FOR FLOOR AND WALL FINISH. FINISH PALETTE P-1 E P -4E ALL WALLS TO HAVE SMOOTH FINISH. WB -1 CPT -1 SHEET NOTES • GC TO INSTALL FIRE RETARDANT BLOCKING AS REQUIRED FOR ALL CASEWORK, SHELVING, COUNTERTOPS & OWNER PROVIDED EQUIPMENT • PATCH CONCRETE SLAB AS REQUIRED TO CONDUIT INSTALLATION. SEE ELECTRICAL FOR EXTENT OF TRENCHING, WHERE APPLICABLE. • ALL DIMENSIONS ARE FINISH TO FINISH UNLESS NOTED OTHERWISE. • MAINTAIN EXISTING FIRE RATINGS AT TENANT SEPARATION WALLS DURING DEMO/CONSTRUCTION ACTIVITIES. • BASE TO BE ROLLED PRODUCT (NOT 4' STRIPS). • NO PLAN DEVIATIONS ALLOWED UNLESS APPROVED IN WRITING BY AT&T PROJECT MANAGER. • DEALER TO VERIFY IN FIELD THAT THE FLOOR PLAN LENGTH AND WIDTH DIMENSIONS ARE ACCURATE; IF DISCREPANCY EXISTS, DISCUSS WITH AT&T PROJECT MANAGER. • SALES/STOCK WALL SHOULD ALWAYS EXTEND PAST SALES FLOOR CEILING HEIGHT. • REMOVE ALL EXISTING STICKERS OR GRAPHICS FROM EXTERIOR GLASS (UNLESS AT&T -APPROVED). • LEVEL 5 WALL FINISH REQUIRED OR IF EXISTING WALL IS TEXTURED, CAN MAINTAIN EXISTING TEXTURE ONLY AT BACK OF HOUSE. LEGEND EXISTING WALL TO REMAIN. EXISTING DOOR - NEW DOOR ASSEMBLY T T "ALIGN" SYMBOL KEY. NOTES NEW INTERIOR SUITE WALL TENANT PARTITION. FLOOR TO 6" ABOVE CEILING. DRYWALL TAPED SMOOTH TO RECEIVE PAINTING. REFER TO DETAIL #1/D-1.0 01 02 03 04 05 06 07 08 09 10 11 REFERENCE INTERIOR ELEVATIONS ON A-6.0 FOR PAINT LOCATIONS, TYP. GC TO INSTALL RUBBER BASE (RB -1) AT BOTTOM OF FIXTURE (AND RETURN TO WALL AT BCW AND AATV FIXTURES) AFTER BEING INSTALLED BY VENDOR. MPOS-ADA FIXTURE SHALL HAVE BASE AT FRONT ONLY. EXISTING NON -ADA COMPLIANT RESTROOM TO REMAIN. REF A-7.0 PROVIDE FIRE EXTINGUISHER 2A-10BC AS REQUIRED BY LOCAL CODES. MOUNT @ 42" TO 52" FROM FINISHED FLOOR TO THE TOP OF EXTINGUISHER. PROVIDE RUBBER TRANSITION STRIP, REF #2/D-2.0 ALL WALLS TO HAVE SMOOTH FINISH. LEVEL 5 FINISH REQUIRED. FURR-OUT WALL AS REQUIRED. PATCH/REPAIR EXISTING FINISHES AT BACK OF HOUSE AT WORK AFFECTED AREAS. PROVIDE ALTERNATE PRICE FOR NEW VCT FLOORING PER DEALER REQUEST (SPEC VCT -1) PAINT COLUMN P-1 E GC TO PATCH/ REPAIR DRYWALL AS REQUIRED FROM WHERE DEMISING WALL HAS BEEN REMOVED. PROVIDE METAL TRANSITION STRIP, REF #3/D-2.0 STORAGE FOR NEW SIDE -FOLDING ROLLING GRILLE. SEE DETAILS ON A-8 SHEETS START TILE PATTERN HERE ALIGN TILE WITH COLUMN FINISH LEGEND MARK DOOR FRAME COMMENTS WIDTH HEIGHT THICKNESS TYPE MATERIAL HEAD JAMB MATERIAL TYPE HARDWARE GROUP 100 3'-0" 7'-0" 1 3/4" D WD -SC 8/D-1.0 9/D-1.0 STUKD F1 HW2 101 3'-0" 7'-0" 1 3/4" E Existing Existing Existing Existing Existing Existing GC to provide restroom signage per local codes. 102 3'-0" 7'-0" 1 3/4" E Existing Existing Existing Existing Existing Existing GC to provide additional hardware as needed to meet requirements for hadware group HW1AS (E): EXISTING TO REMAIN. FOR TYPICAL DOOR CLEARANCES REFER TO #6/D-1.0 NOTE: HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON DOORS AND GATES COMPLYING PER LOCAL CODE: A. MINIMUM 34 INCHES AND MAXIMUM 44 INCHES ABOVE FINISHED FLOOR OR GROUND B. OPERABLE WITHIN FORCE LIMITS OF ITEM V 6B.12 C. OPERABLE WITH ONE HAND, AND WITHOUT TIGHT GRASPING, TIGHT PINCHING, OR TWISTING OF THE WRIST D. MAXIMUM 5 POUNDS OF FORCE TO OPEN ANY DOOR OR GATE. ADD KICK PLATES TO ALL INTERIOR DOORS AS NECESSARY. DOOR TYPES TYPE 'D' FLUSH DOOR WITH r x 22" ONE WAY GLASS PANEL (MIRRORED ON SALES FLOOR) FRAME TYPES F1: 2" HEAD F2: 4" HEAD HOLLOW METAL KNOCK DOWN FRAME HARDWARE TYPE HW2 (LEVER PASSAGE WITH CLOSER) 1-1/2 PR BUTTS 1 PASSAGE 1 CLOSER 1 KICKPLATE 1 STOP 3 SILENCER STA BES STA QUA QUA GJ FBB179 - 4-1/2 x 4-1/2 93KON 1 D0 -S3-626 D3550 -SB 10" x 2" LDW - 16GA 431 ES GJ64 HW1AS (EXTERIOR SINGLE ALUM/ALUM) FOR REF. ONLY 1-1/2 PR BUTTS 1 DEADLOCK 1 CYLINDER 1 THUMBTURN 1 PUSH/PULL SET 1 CLOSER 1 DROP PLATE 1 THRESHOLD 1 SWEEP 1 SEAL A/R BES BES QUA STA STA NGP NGP MFG STANDARD MS1850S-1-1/8" 1E78 -C181 -RP -626 1 E6A4-C181-626 Q-484 D4550 -SB P45-180 425 102V MFG STANDARD P 1E P 4E P 4S BENJAMIN MOORE "WEDDING VEIL" #2125-70 EGG SHELL FINISH (WHITE WALLS & CLG) BENJAMIN MOORE "ORANGE BURST' #2015-20 EGGSHELL FINISH BENJAMIN MOORE "ORANGE BURST' #2015-20 SEMI -GLOSS FINISH (ORANGE DOORS/FRAMES) RB 1 RUBBER BASE SHAW SIZE: 4" COLOR NAME: GUNMETAL S L 3 6V 1 (N• I E DEB F•RSALE FLOOR WALLS) VCT 1 CPT 1 PT 1 ARMSTRONG NAME: IMPERIAL TEXTURE NUMBER: 51904 COLOR: STERLING SIZE: 12" x 12" SHAW STYLE: #4546V AT&T HIGH SPEED SQUARE COLOR: M5556 - BLUE STREAK CONSTRUCTION: PATTERN LOOP INSTALLATION: QUARTER TURN MARK LAW: 70-241-1345 PORCELAIN TILE (PROVIDED BY GC) NAME:FEEL COLOR:"LOFT" (LIGHT GREY) SIZE:24" x 24" X .39" INSTALLATION: QUARTER TURN DEALER TO CONTACT: ATT@GRAINGER.COM USE WITH GROUT LATICRETE #24 NATURAL GREY (LIGHT) SANDED. 1/8" GROUT LINE STOCKED AT GRAINGER WB 1 PT 2 WOOD BASE SIZE: 4" H X e' D COLOR:TO MATCH STD AT&T RUBBER BASE (SHAW GUNMETAL) PAINT:DUNN EDWARDS CAVERNOUS DE6364 EGGSHELL FINISH PORCELAIN TILE (FACADE) NASCO TILE EXTREME BLACK / POLISHED SIZE 12"X12" CONTACT: DIANA SCHNATTER DIANAftNASCOSTONETILE.COM 732.602.9600 EXT. 27 **when submitting PO, include sidenote of ATT and store location. USE WITH GROUT HYDROMENT COLOR: NATURAL TYPE:SANDED 1/8" GROUT LINE REVIEWED FOR CODE COMPLIANCE APPROVED OCT 25 2016 City of Tukwila CDILDIE''O Div ISION IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL WALLS, FIXTURE LAYOUT, AND KEYNOTES IN CONFLICT PRIOR TO CONSTRUCTION. IT IS THE GC RESPONSIBILITY TO COORDINATE ALL TRADES. NOTIFY ARCHITECT IMMEDIATELY IF ANY DISCREPANCIES OCCUR. FAILURE TO DO SO WILL RESULT IN CONTRACTOR OWNING ALL RESULTING ISSUES. RECEIVED CITY OF TUKWILA OCT 12 2016 PERMIT CENTER 10.07.2016 / \ PC/LL COM N— CO Z7D CO< tU O • CD ey a� l0 N 7 cll0 CO03CO CO 8fi NN 0- t0U) N N m0 N L� -)1-v: E th Y LLI Q J Cz� W I -- <C W WO 0 Q O —J - J 2 ao o0 a) z< UW J r 0< • W O U) O These drawings/specifications are the property of Kamus + Keller. They are furnished as contract documents only. The seal(s) and signature(s) apply only to the documents to which they affixed, and expressly dlsplaim any responsibility for all other plans, specifications, estimates, reports or other documents or Instruments relating to or intended to be used for any part or parts of the architectural or engineering project. Additionally these drawings and seal(s) shall in no way convey or Imply any time of warranty or certlficatlon relating to the performance of products and materials beyond those provided by their respective manufacturer. PROJECT NO. 16.0430.01 DRAWN/REVIEWED MSIAB DATE/ISSUE 09.07.2016 SHEET TITLE PARTITION/FINISH PLAN SHEET NO. A-2.0 l REFLECTED CEILING PLAN Scale : 1/4" = 1'-0" CEILING PER CEILING PLAN INDEPENDENT LIGHT FIXTURE SUPPORT WIRE PER CODE INDEPENDENT SUPPORT CLIP W/ THREADED STUD & NUT ATTACHMENT ERICO PART #IDS OR EQUIVALENT. MIN. 4 PER FIXTURE F12 LIGHT FIXTURE Scale : 1" = 1'-0" LIGHT FIXTURE LOCATIONS TAKE PRECEDENCE OVER SPRINKLER AND MECHANICAL DESIGN. RELOCATE SPRINKLER HEADS AND HVAC GRILLES AS REQUIRED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL WALLS, FIXTURE LAYOUT, AND KEYNOTES IN CONFLICT PRIOR TO CONSTRUCTION. IT IS THE GC RESPONSIBILITY TO COORDINATE ALL TRADES. NOTIFY ARCHITECT IMMEDIATELY IF ANY DISCREPANCIES OCCUR. FAILURE TO DO SO WILL RESULT IN CONTRACTOR OWNING ALL RESULTING ISSUES. F12A LIGHT FIXTURE SWITCH LABELING (FOR REF.ONLY) F-16 F-12 LIGHTS F -4A MWU BACK LIGHT BACK OF HOUSE LIGHT FIXTURE SCHEDULE ALL CIRCUITING BY ENGINEER AS REQUIRED BY CODE. SHEET NOTES • LIGHT FIXTURES ARE TO BE CENTERED ON CEILING PANELS UNLESS OTHERWISE NOTED • ALL LIGHT FIXTURES ARE TO BE ORDERED THROUGH GRAINGER PER NATIONAL AGREEMENT • ALL EXISTING DIFFUSERS & RETURN AIR GRILLES ARE TO REMAIN. PAINT ALL DIFFUSERS AND RETURN GRILLES AT SALES FLOOR P -1E. REWORK AS REQUIRED PER NEW CEILING LAYOUT. • NOT ALL LIGHT FIXTURES MAY BE USED ON THIS PROJECT. GC TO VERIFY LIGHT QUANTITIES AND FIXTURES WITH QUANTITIES LISTED ON DRAWINGS • PROVIDE 100 LUMEN BATTERY BACKUPS IN EMERGENCY FIXTURES WHEN INDICATED ON DRAWINGS • ANY ADDITIONAL EMERGENCY LIGHTING REQUIRED BY CODE NOT SHOWN ON DRAWING TO BE PROVIDED BY DEALER. • LIGHT FIXTURES FOR WINDOW BANNERS, WHERE OCCURS, TO BE TIED TO THE EXTERIOR SIGN TIMECLOCK. • ANY CODE REQUIRED ALARM OR EMERGENCY LIGHTING DEVICES SHALL BE LOCATED ABOVE 8'-0" AFF IF ALLOWED BY CODE. • CEILING DIFFUSER SPEC: MANUFACTURER TITUS, OMNI 24"x24" SQUARE PLAQUE DIFFUSER, PAR 24"x24" PERFORATED GRILLE. LEGEND NOT TO SCALE N INDICATES NEW. 0 (N) RECESSED 1X4 LED DIRECT LIGHT FIXTURE. (N) RECESSED 1X4 LED DIRECT LIGHT FIXTURE (EMERGENCY FIXTURE) C+0'-0 ® NEW EMERGENCY EXIT LIGHT (FILLED REGION INDICATES GRAPHICS FACE) DE) (N) SURFACE MOUNTED DIRECTIONAL LIGHT FIXTURE (E) 1x4 FLUORESCENT LIGHT FIXTURE TO REMAIN. NEW DOWNLIGHT. REFER TO ELECTRICAL SHEETS FOR MORE INFO EDNEW 4' SURFACE MOUNTED FLUORESCENT FIXTURE. F12 LIGHT FIXTURE. REF.#3 KEYNOTES NEW GYPSUM BOARD CEILING, REF.#1/D-2.0 INDICATES CEILING HEIGHT NEW TILE FINISH 12 13 14 15 16 17 18 CENTERLINES ARE USED TO LAYOUT STORES, INCLUDING CEILING, POWER/DATA, FIXTURES, ETC. AND MUST BE MARKED AND VERIFIED PRIOR TO START OF CONSTRUCTION. CONTACT ARCHITECT IMMEDIATELY IF THERE ARE DIMENSIONAL DISCREPANCIES. FIXTURE BELOW - REFER TO FIXTURE PLAN FOR MORE INFORMATION AND EXACT PLACEMENT. LIGHT TO BE CENTERED ON FIXTURE BELOW. GC TO AIM LIGHT ON CENTER SHELF OF MWU (IF APPLICABLE) - REFER TO FINISH/FIXTURE PLAN FOR FIXTURE PLACEMENT INFORMATION. (E) EXIT SIGN TO REMAIN. NEW GYPSUM BOARD CEILING. REF. #1/D-2.0 PROVIDE 2 DATA PORT IN T -BAR GRID CEILING FOR SHOPPERTRAK, FURNISHED AND INSTALLED BY OTHERS. CENTER OVER ENTRY DOOR. PROVIDE DATA IN CEILING FOR RETAIL WI -FI SYSTEM. DRYWALL CEILING TO BE PAINTED P-1 E SURFACE MOUNTED LIGHT FIXTURE. CONTRACTOR TO USE MANUFACTURER -PROVIDED SPACERS WHEN INSTALLING TO A LAY -IN CEILING WITH TEGULAR TILES TO MAINTAIN THE INTENDED REVEAL. GC TO PLACE LIGHTS AS CLOSE TO THE RECOMMENDED DIMENSIONED LOCATION. LIGHT TO BE PLACED AS INDICATED ON PLAN. GC TO AIM LIGHT SHINE ON THE CENTER OF THE COMMUNITY TABLE COUNTER SURFACE. TILE PATTERN TO WRAP/ALIGN EVENLY FROM FRONT ELEVATION LIGHT TO BE CENTERED ON FIXTURE BELOW. GC TO AIM LIGHT ON CENTER OF AATV FIXTURE. PREFERRED LOCATION FOR MAIN LIGHTING SWITCH BANK. ALL INTERIOR LIGHTS TO TERMINATE HERE. G.C. TO PROVIDE REMOTE THERMOSTAT. REWORK EXISTING HVAC EQUIPMENT AS REQUIRED PER NEW CEILING LAYOUT. REBALANCE. REWORK EXISTING FIRE/LIFE SAFETY SPRINKLERS EQUIPMENT AS REQUIRED BY LOC DEPARTMENT. PATCH/REPAIR EXISTING SOFFIT WHERE AFFECTED BY DEMO, FINISH WITH CERAMIC ADJACENT EXISTING. RECESSED TRACK FOR SIDE -FOLDING ROLLING GRILLE. GC TO VERIFY APPROPRIATE EXACT SHOPPERTRAK DISTRIBUTION WITH VENDOR. 21 NEW EXIT SIGN W/ RECESSED BASE. 11 BILES TO MATCH OCT 2 5 2016 VIEWED FOR -CODE COMPLIANCE APPROVED Cit of Tukwila !� MEDAVISION CIF-TUKWILA— OCT 12 2016 PERMIT CENTER QTY MARK MANUFACTURER MODEL LAMP DESCRIPTION 2 EXIT LITHONIA #EDG 1 120 EN EDGE LIT EXIT SIGN WITH BATTERY BACKUP 19 F4A AMERLUX HORNET -HP LED HORNET-HP-21-LED-E-WT-TN1-120-WF-3000 LED - CRI: 90TYP. (3000K) CANOPY MOUNTED ACCENT LIGHT, ALUMINUM DIE-CAST HOUSING, 1"LENGTH, PAINTED FINISH. WHITE. ACCESSORY HOLDER WHITE. 13 F16 LITHONIA LIGHTING GTL 4 40L EZ1 LP835 (3) LED 1' x 4' LED TROFFER WITH 0-10V CONT. DIMMING. HOUSING AND DRIVER COVER FINISHED WITH 90% REFLECTIVE WHITE ENAMEL. 3 F16 LITHONIA LIGHTING GTL 4 40L EZ1 LP835 WITH EMERGENCY EQUIPMENT. (3) LED 1'x 4' LED TROFFER WITH 0-10V CONT. DIMMING. HOUSING AND DRIVER COVER FINISHED WITH 90% REFLECTIVE WHITE ENAMEL. 4 F12 LITHONIA LE/CS-44120-4X25T8-120 (4) GE F25T8/SPX35/ECO 48" DIAMETER LARGE SCALLE SURFACE MOUNTED LUMINAIRE WITH WHITE ACRLYIC DIFFUSER, 20 GAUGE DIEFORMED STEEL HOUSING, ELECTRONIC BALLAST(S), POLYESTER POWDER COAST MATTE WHITE FINISH GC TO VERIFY QUANTITY OF LIGHT FIXTURES PER PLAN BEFORE ORDERING. 10.07.2016 PC/LL COM CO U o w g 5 o)o . 00 n co W J O2 W I— zW WO ooes= Q O These drawings/specifications are the property of Kamus + Keller. They are furnished as contract documents only. The seal(s) and signature(s) apply only to the documents to which they affixed, and expressly displaim any responsibility for all other plans, specifications, estimates, reports or other documents or Instruments relating to or intended to be used for any part or parts of the architectural or engineering project. Additionally these drawings and seal(s) shall In no way convey or imply any time of warranty or certification relating to the performance of products and materials beyond those provided by their respective manufacturer. PROJECT NO. 16.0430.01 DRAWN/REVIEWED MSIAB DATE/ISSUE 09.07.2016 SHEET TITLE REFLECTED CEILING PLAN SHEET NO. A-3.0 Tldtust Architectural Ceiling Diffusers Square Plaque owe, OMNI -PA • 700480: .,010141.$1.1 DMNFAA •aluminum Theft 71' 940:74 MOS g: si S t m..: n N -1261h11'e • The T1TUS:OMNI Itivi4Y sallanes arren1dt rat 2f1 svetlaw emplaning 941.214 19 9102.0, unsibtrasentll ea tafeun3l etre eekhg 4W O'1.O5liiaul - rnn r ' d r gp • The Divesture et Ira 03401 badipan 52celsa van12 Ufumed .odpars N here par eIMd sliver' it,nce momenta' paeans, winces Ckt090k04oita c!" K9eau'S 0207 T19 ONN11dlu6ar 19 dr 9i(Cpllent enac for vertebra airvo'uln9 hysiems, This. Dalt. manila, biers: env liciessynal1er Mfa[INO 00140121* TWt1Of Bonn Titian d 6sak:lne varies sears. Winn iang.' 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CNn9 A1vJa4A Imo. .issislF40CO20 here ^`I ,F.mn�d1af I- .I Cti1-2i'4n aJ n A m 82'0114 Calling Noduln- Nar1Sml hound C: D- _E -n. Dud Shoe El 14616 22802 2/824 '244 24' 1 0,7. 1-• 9Y• 1a -te 12.14.15 - '1'r• - gx <. I •• 1316000 All aknen.:p m Yein inm.a (Pa644':51 d 744191.)' General a Notes: Supply Difru*P_r: • i Tacou tical cent ids: For use on in y 9 Paint diffuser assembly 13-1F when used 'it white ACT ceilings. l s. Pai ntA«2Fwhe1. used it greyACT:ceilings (see Finish Leg if' 'ion and for paint�Kat ec ). • No substitutions Dealer -Design StrategyDE_S1 BAU/Whi of;pacc: Program Design' Guidelines Communication package - V17 o'. ation etiallnfrrr, a and Can..fld n AT&T Proprtet ry firit.ftirLISP.0 cil5tlrp;irrltuWide :-ltAT&T ekcerltl corn -eller ew.rhrvni771424 r.::I;i1it Atpti set, 231.5' 25 HVAC - CEILING DIFFUSERS NTS at&t. CALLISON "Titus; Perforated Ceiling Diffusers 1,2,3,282 4 Way::::::: Discharge Pattern PAS, PAS -AA eAdiustabi o A P q PAR -AA PCS s9emael a A 7101 SW9j iiciaola:,. .. 6 71712/ •oro Faz0 P • seem', Aiumiadm A.odoL, PAR -AA • Rek.4' .• FNa6 FaCe 'ranee Prodil02 Inclua4 • Stanoo rirbh• 127 wet. • TlruS prelpraleatang adt3e3 a 09180 for bolt, h 7 and t 4041 teeing ap7120lana.. • En:Pular/Nnonnaaru Draybi9 arr vow 4 Y. • A tynt,Drisruhri. hort49.041 dankest afar pulacia Ina [Wang Mance .061.01S109, • R041m rriu2000022100811104003 13 ed d border Ganger rLan 45: the 1 alio ty 0'149:0:ha 1742 0.1enin a P ?Pl eara4ca:d iae tenni. • 010104-pattern(&131971 ucds): 148 0 1 1 to YIN 81204.09 s Mona, teealma-e ocravy. Pennants.. Can oo.tar ;ap eo7 n,: oranw4;d lawn.; • 00l11anjap60601112 aasisiy Saks atea'07 01119.01119 e a. stroppier; inp 13'Eed tare, Orrin, ,02411,1115200,60,, 0401,2lw3- • D•opplag Ste perrmita fact- .o gine accession. ple'a pir • P240031elraps hasl 101'. acennterh n '/-21c13 Staggered C0'te • Inlet 20,01(1140) has.4mpio Opt fur easyd 1 connociari. • 142201! k 09579a2e. clad harkpan: etad Mdlo:mindrs 71721020104 +eco a0t6111003' 70128 m0deianlart0 • CWenol. tad fence N-6101- 'Y alongriaull 0afor 11210D/seer 04(1 s alzp001, W.f.1,2;3dna 4.:. Nominal 0.1049 0 Face 1 Ca1in Minis elate 02511 00111 14616 22802 2/824 89024 axe Rase Ra(3503A .lav I Rat: Parra 11137A mum ird11,1 (4.3 11114 11.11 rn a Eta 5100Sir 55:: 1150: 1350376- -0114 13365 - 400 gx <. I •• 1316000 IPB ,,,• Iusl Prke V.6.4 10a55. •int I 1.1 f•1 I LQGrI Slard80elaa•• 1151--:1340300. 0144 11355 - 10010 13661A6 VID a 136:45' Caning nbddelanu1 Ise ) ,,.000 a1- = as 125037E• V164 f 355 i err E7u1J {FV .t *-i12M1Nm 4020 5Y071- { §`H2 1.2012 F CedingModal• VI14 836,55' :R. 0;01- a. BOrderType 3L3 -Int raIE other teeshoym) I rN4mba1 Dutelm D-'• • 14814 1ttl.:L. 1 ❑ , r;:), -s.:-- f 15211 I.� t 1' tIYI r, _ 5tpndard Coverage Glass Bulb 14FT Concealed Pendent rn • ?t • (000 50 qt • VH.404 'ft Foram ad )11) - atter 1570' PSVII ❑ Dade Type t (Surface Mount) . 18818 12,101,1 4Te" •Minch NPT rime eoa '0 22.10 Base Pan#" `11014.7 O I= . 4 Sol 22Q2 14031; Finish w r:5 £., 1„ ( 1,1 -inane 11(0,0. 1 LIRPrke:*•.'.•,'83 5182242 Blar.- .65F�: 13611AB %0a{ el a0Yl3 r. `(I � I Gaffing ngl•n1nr.. 4(1.0 0011,00 116'0-.176147* - 9184 840 4;;*,t 24 - ❑ fiord en Type 47 (6Pbne:Side Lock) =1-611AE IVISA. 14524 se. Pr t,; 46, eves is 1:11471 rot 'VY7 ae40Y i •.�' - 0'DW - Fame ethic.. PI a Colin.faudul0 Sal -.1 Minn l 1d': - : . 0,0900et. 2.314 M IN isulA -4Sn9ht0nd.Sue --•I alma trl6- Nd6 40-1. car. ba!Walled .alor Olin t0.1 ale In pD0e-. d ' y PU'1. - -7W'1 a - V fi,o ri m ;� '`.} » Qdnsler...3-5'76lndoos; 1 InIsli It 11 `Ps IN IaDt �ivf6a ��..o 1212118. MLw • __ - V 211-2 14.10a. . a • , 122 Die.. 171T 3v4uvsww0 1w2 5-169 ,• tl TypicalOis060rga Pattsrn • E100811on • pethidine in adpply: t40440•EGlu11 d . • 0An.dok in rah. 010828 2742' •r eha4A.unes !nalc2tan220'.avllstde (n91 aluelni m Pisa cm* en ••-� A Fbw�- Ak fb � �14�-• .MI d 1814014 are In intnea. General Notes: • Return Diffuser a Use 011I Whe71l 410 return is not permit- tedted through the plenum space (via openings between Ceiling levels if ap- plicable). -plicable). • For u.7e only in acoustical grid eiiings: Paint d iffuser asse thi P -1 P -1F when used ra wtateACT ceilings. Paint P 2F when used in grey ACT Ceilings (see Finish- Legend for paint specification). • No substitutions - Dealer Design Str'ateuy D ES1 BAU/Whitespace Pnog reno •s - , ti Package 17 j DE...1gn (ztalciellrl�Js G1mmlJni<.awlanV AT&T Pr Proprietary riettorY and Confidential Infos mma tion' Not for use ncr r.Iu;uie,Ll,ld.TaFTkTexceptiirrim,I a r with ragrsemen r z,CiE .T-4:.14._1n,1)n fx:9t� l,.ta , 26 Titus FlowBar Linear HtghThrow (Standard) MW eta. FL -16H1 • 1. Mot • H hTnmwD 001'. g P • 4Hr v.5. Set • •i-hThro-wOpt;ce FI -20102 ... F1owBarDtffusers Linear4 HIghThrc •::slan4ndecienea are 1, l'4 '2 :'• 221 arm3i1cbes: 4r,ttenl 1)378 Ua 2ruaarraUndanl w: -. • Sanaa m Flein: 32 WNW bream Sari pedant 900 8dlem tooth armor 22 and 55 am nestled to 099 Black,: • tystht y m3h2s 1121 e8d? as lJ. YIN • 111 7 - 6F11.3arinasr. 910 m m 'aL sma'to a01-4eyellmt m11Gh mooince loaner,, t0 121"pewee219 031 0 01 py Nn 1a luny t 1'04 8ng era amperenune ma hep 0,42020 rip p1Lr'p.(M n , N0'9 m9 i _42 u env rad e¢ Ile 23910btypetdmp5i dl0yadUU&; types. apriel '10 '(08100o 100 •42119 /port cunrecnaa SBO serlag a rt C tla .don' it. old d •11191 1ai011151*. 3' '�'1 • • Pin Flour Bar system isinb4.ailad 92449 Cla [4 ng *00/11(041,11 an 300 17 and hangar auppntt siesta.. 1, m lr120Julrts Ill 191x) rune: 1.:111 YWearrneJ1'lOtOm5 ifa are Ia.* C Nap: 7011000300r1:eru innoad we, anti: butt enact!! Y da a el I n1 •.Stan/3,4'144a,,k t blakfur maw 91litt9Uior 10000lacw cal Magee, l and uh18 01 asgmyd fin'S e 461wan 140,4118.04 k00(271he9' aMc cella e 4awm lays u Int I Ila 'Con 190 1 W Ra m Un 074 al panne au Inch C O,pltl ..l0(l Olt90114 0 d J6lealatC 7 h lorl:oddcv Lal and. Ilan t 'Volpe m IT.4W; • The F40222,5431021010003 "ALPlay moon aro eNthison meal ..l ^ team )her4pla�, eda 68'1114 (tutor •'.Flowna:eyetemanade1 nom tea anh647821)0l 'led' a fi e n es0. tote ri 8r4K1 11rw is ng iauintl pinaya' 211'' :271001 L pen ream a C4np.0 6 Ilile bri- g t 'Inca Laatolh le . HlyhlSrow Serb Adjustable controller FiowBlrDlffusero Unear• de(Throw` ilar 10(20919041 autet .JetThrow (Optional); Pyre9JT 1' Slot • JUTh'GwO4ldl; 7110-1.0.21 Jensewnptan F2,-22.13 e r 0101.... Je0Three0d.ma EL•254;T: 5v Jetin ,(816'1 1-3041' • 3.51 • JatTl'0o 0 QP211 .21)0340707934 23 White boa. v err . 01x00 bailors Iw'dmnars •, 1np1I 0101 r 1lplte5 L.ate•Iwshesavellepsa`. •:1 , 11 11•206 1116111160001nn 11001 nt1102115i1TOT,V1s971a' ;p.uam rant ran v 11l00ioaal Je1Tl,,ow edam i' e. to teJen'9a Ne 'rnlroain ce fob dace t acoiet9810on e) I 1003 11021 ed 4.(e celiln in r4,04La ppan.m815apd Irt.In8-. col wa 44 asiso oJou, T,te pann49144 M 4080 l mala' al 4010 ( m 11 bbe Viecd loft #d rJ xtn a p x a celineene tallda rid tp cramvlrxlen0 Meade. wa.aPMrm n • JetTniyieemu/ Can 710,6io- 4' 311 asceliOtieinitv.sina1Vs 00181218 p 7 140 awl air 014 a II bdu heated a p g PP :1pb r 1. 'Oa ,9. .•4a4(3'C dal H Ua T p elan408¢731aa r ea,: 00mrvtald: weeeh lea nettlfe d. �A: d maun W16... 10 a k ger 18x018 LdnlanaoloYdncij)•.', Vitus •: Jenrmv7 Pattern controleN.can bean= alga ser01 the mondani 1-11;II7h patens tp Imlers Fee V. Versate ?'ap ralnn0.. MASS air Call be a5 l Qell la PO' toy ala wood afr1r mrateel hornornally woos the pelting. all (twelve same F01003 •: JetTI114W wan Iwn3d1l(talna- iars l a1 udulat 1a: tort▪ en F-r01d 4 t FI B J I aa.. w err .Ie WIwO �+ rr a •;tl 1140, 00l.3[n ll Gere: e nye U, e4 'onga tyY'a1vX 50020040004 auminum •': S1044404 tn.c112aan 10 tam 1.19 hat10 i15lecodlta0 i1nnbes aria tlja;dni Gdo18 i neavelable Adjustlpl. Controller ... General Notes: Supply'Olct Diffuser 1:: # For use 40200 i sites with tour ceiling n Y '] requirements where plenun-ductwork 1c notp. earlitted. No substitutions) Dealer Design Strategy DES1 BAU/Whit&P3pace Progratn. Design Guide' inea:Cominu nicaticn }'Sciage.- V1:1 AT&T Proprietary andlConfiden iai''I: Eoraton Not for use dr dic•tntJreciut.:t'.,eufAP7eyce tn.tm ierxFwltllwr'E1xn.eLIFPlnrnt p p > . uEr,Tk_T42,C.,,-. / 5.3441(1, r_•i13' 27 C ALLIION APPLY FACTORY FINISH TO SPRINKLER HEAD COVERS. FINISH COLOR TO MATCH ADJACENT CEILING COLOR D 2,1311,11 15, 3200 $p:Inkieh5Ga VIKING MIRAGE STANDARD AND OR CONCEALED PENDENT SPRItELER4§? AND HP SPRINKLER VK4B3 (1(5.61 The Viking Corporation. 210 N Industrial P..N Road, Hastings1.8.48968 . . Tel.phonrt.289&468501 Technical Services 877314.6484 Fak:; 2090046.4495 Em0(15 t.,hav08Rs1kingeorp.lom 1. DESCRIPTION Viklny Meage•s,andard and .23 Response CoNeale d pandiel Speen' VICIG2 end' ryP Spordder 141124 dre,h(r, fl , st re glees 748 air 8850210.20 designed (or inslat0.. 1,111 ccnr.abdppe ayslere where ere appelf4nerdr a cruralh ca era isd led 1 1(mkiar a p isambtea I threaded adage-, re ins -tansy. wit1310trp pita tare,962r04 alt 1.71510112.pis stiles U n2: ( Ofvor1cal,OdprCa22111.7lia. 10p11e'; siesgliallina Sonebili m.etd weep al rsipkrIe pot to iniraliallopof dm corer 14 a• :: Tn p erh-u I'n d li design of Iho concealed [w r plias ere fly Spews easy irsitislkairin ath phis DrierI4. sprainhal beenT.ekcepttl 10 ,lite• 81 h h a been applied..The co•er skean,by nen Gs s 8mm d and 144slell 2allaying emp r if. rerinvel of seilny-pa I ihom Inking 16a spri 62' System.:ml of sew ca nrreinavmg. Ike .pn kI r Z LISTINGSANDAPPROVALS OULua Lhr d 0:,9301 VTI!V FMAppi ft 007015 NYC Appprroveed 21(1,75402(14T.47d IPCApprwea nba Na.06,42 CE Csn0,o1 &period R! 712110-) 017- y t r 201: ty 004 CPD,20=2 R01,l 1.11347,0a Chu: In pagr•541 and 0(0 gn 17,4 48 n4.1340141 lid014:7104:.4lead 3. TECHNICAL DATA Specifications Sealtablo since 2006 M d01020O I )P r 71- 1051' ) 68,100.20108,4000 Plea 1 SprinklerV646710 rated f r with 20011'. 3914110 press ranging(o 11 drtle 1/pl(D5h )upto' 250 p31(172 bar)1 r hlhl Pt I e wyei m 11194.0 tier (1(0) 8pdnk100 can hel00006104 by locating .258.atnmpedbnjeade000. tor. Sprinkler 17N102 Et lu64 to. minimum 175 psi (12 bete**, 7133217100100.10 entble 401 bip,l13y 6 bar... T yU.S, PlentNo 410 70L Th1610701/ (15 rli N'T 120111.11(7130 IV.FaciOrs5b U.S: 771)0 Inc '1000 Wl,0lud ,00102T•nr 4 pl:.t•204a224120 Pal, 0195s.bu'b.dPe 92a01g1ernkre bile Tel ead 410"1-(-55'10) Material Standards: Sodione 0 dy 0 a Nr -C04410 Cerenor topper UNS.C193a0 fo pli[k 'J<462 Pau Zhu Enema1N5 C510D) I p -klo, N4063 Deflactor Pins .1010INa Neel Alioy &An '":ass 1'pen diameter Pip Cap anItomtAste0b17 C or per Lhss11 gene* Stain.las Sl 1pN ••641.430 B,•t ' 6s UJ C 2350 Scree 1 ea au 41140 31.141 13429eile Poing Sg td(an.b1r1 1,14.410tasted al ODIN One to hreflar Ter.e Yoke PhosphorOorla 1343.7510W Casa:Mansur Coe Relied Sisal UN1G100.11 F 1111. C1 1100 100031Zi rPlality Cover Assembly Materials: ln8 3,307 be (011117:0 btiw, B lacharral0 lel don ant nay Th0wa10 Camera e....M oe 6dodt *41)1.nvnnWd a0mupii0c04m li1Vnib Site rear 11d24,anwre recant: catenaries Teuinlonlbeta Paan, 71012,1 Np. F . W005 ie1 a aon47 heir Replaces page 543.1. dated January 1. 20911: (710,1e311(&812 L'EApprovres 17r:,pi011Jer 14697k.):, Mraoeet i us Submittal 6PAR• 1,D. • 570-06 M1I�UY QWpy. PAR • Return Perforated Ceiling Olrusers Stool' Flush Face' . • Quick Reeponee. Standard Covxags i1 Glass ESAs Concealed Pendent Oorder•Type 3 tLoy-10 Wien 04)417uie site -2) Duct eke 0 - Quick Reponse Standard Coo, ager - GlessBulb ark Concealed Pendent V1(462 -•p 7q*�; aFaMt. 5:6(61) ,-� Nominal 0minu5 t Yt2atch NPT T Threide2ize • 1(2 inch NPT` Rase Ra(3503A .lav I Rat: Parra 11137A mum ird11,1 (4.3 11114 11.11 rn a Eta 5100Sir 55:: 1150: 1350376- -0114 13365 219'; ;:c Fudn (2812 810800000a10 "I (7, gx <. I •• 1316000 IPB ,,,• Iusl Prke V.6.4 10a55. •int I 1.1 f•1 I LQGrI Slard80elaa•• 1151--:1340300. 0144 11355 - .... I /4 13661A6 VID a 136:45' Caning nbddelanu1 Ise ) ,,.000 a1- = as 125037E• V164 f 355 i err E7u1J {FV .t *-i12M1Nm 4020 5Y071- { §`H2 Sl dam Bras: 160', wDy{v,"t{f Ci F CedingModal• VI14 836,55' :R. 0;01- a. BOrderType 3L3 -Int raIE other teeshoym) I rN4mba1 Dutelm D-'• Gab, KI.1fCnMfTnd .sz 1ttl.:L. 1 , r;:), -s.:-- f tedizatel4gtntlnrlou9 I.� t 1' tIYI r, _ 5tpndard Coverage Glass Bulb 14FT Concealed Pendent rn • ?t glanal9 14412 10820 aur(' Ion•`f10143.1 co88latimeoumine* 414• Lei Lfi Halms Site 50 qt VH.404 'ft Foram ad )11) - atter 1570' PSVII ❑ Dade Type t (Surface Mount) . 0 Guider Type 21Snop-In) 12,101,1 4Te" •Minch NPT rime eoa '0 Base Pan#" `11014.7 I= . 4 Sol 14031; Finish w r:5 £., 1„ ( 1,1 -inane 11(0,0. 1 LIRPrke:*•.'.•,'83 5182242 Blar.- .65F�: 13611AB %0a{ el r. `(I � I Gaffing ngl•n1nr.. 4(1.0 0011,00 116'0-.176147* - 9184 840 4;;*,t ❑ 0prder Typo4 (Spline) - ❑ fiord en Type 47 (6Pbne:Side Lock) =1-611AE IVISA. 14524 se. Pr t,; 46, eves is 1:11471 rot 'VY7 ae40Y i •.�' - •,,,ti•'0'Fann.F T 1::.:1;,p.1,. t,., I gip. a,e e Standard Cover Platin. o. s.y Fame ethic.. PI a Colin.faudul0 Sal -.1 Minn l 1d': - : . 0,0900et. 2.314 M IN isulA -4Sn9ht0nd.Sue --•I alma trl6- Nd6 40-1. car. ba!Walled .alor Olin t0.1 ale In pD0e-. d ' y PU'1. - -7W'1 a - V fi,o ri m General Notes: • Return Diffuser a Use 011I Whe71l 410 return is not permit- tedted through the plenum space (via openings between Ceiling levels if ap- plicable). -plicable). • For u.7e only in acoustical grid eiiings: Paint d iffuser asse thi P -1 P -1F when used ra wtateACT ceilings. Paint P 2F when used in grey ACT Ceilings (see Finish- Legend for paint specification). • No substitutions - Dealer Design Str'ateuy D ES1 BAU/Whitespace Pnog reno •s - , ti Package 17 j DE...1gn (ztalciellrl�Js G1mmlJni<.awlanV AT&T Pr Proprietary riettorY and Confidential Infos mma tion' Not for use ncr r.Iu;uie,Ll,ld.TaFTkTexceptiirrim,I a r with ragrsemen r z,CiE .T-4:.14._1n,1)n fx:9t� l,.ta , 26 Titus FlowBar Linear HtghThrow (Standard) MW eta. FL -16H1 • 1. Mot • H hTnmwD 001'. g P • 4Hr v.5. Set • •i-hThro-wOpt;ce FI -20102 ... F1owBarDtffusers Linear4 HIghThrc •::slan4ndecienea are 1, l'4 '2 :'• 221 arm3i1cbes: 4r,ttenl 1)378 Ua 2ruaarraUndanl w: -. • Sanaa m Flein: 32 WNW bream Sari pedant 900 8dlem tooth armor 22 and 55 am nestled to 099 Black,: • tystht y m3h2s 1121 e8d? as lJ. YIN • 111 7 - 6F11.3arinasr. 910 m m 'aL sma'to a01-4eyellmt m11Gh mooince loaner,, t0 121"pewee219 031 0 01 py Nn 1a luny t 1'04 8ng era amperenune ma hep 0,42020 rip p1Lr'p.(M n , N0'9 m9 i _42 u env rad e¢ Ile 23910btypetdmp5i dl0yadUU&; types. apriel '10 '(08100o 100 •42119 /port cunrecnaa SBO serlag a rt C tla .don' it. old d •11191 1ai011151*. 3' '�'1 • • Pin Flour Bar system isinb4.ailad 92449 Cla [4 ng *00/11(041,11 an 300 17 and hangar auppntt siesta.. 1, m lr120Julrts Ill 191x) rune: 1.:111 YWearrneJ1'lOtOm5 ifa are Ia.* C Nap: 7011000300r1:eru innoad we, anti: butt enact!! Y da a el I n1 •.Stan/3,4'144a,,k t blakfur maw 91litt9Uior 10000lacw cal Magee, l and uh18 01 asgmyd fin'S e 461wan 140,4118.04 k00(271he9' aMc cella e 4awm lays u Int I Ila 'Con 190 1 W Ra m Un 074 al panne au Inch C O,pltl ..l0(l Olt90114 0 d J6lealatC 7 h lorl:oddcv Lal and. Ilan t 'Volpe m IT.4W; • The F40222,5431021010003 "ALPlay moon aro eNthison meal ..l ^ team )her4pla�, eda 68'1114 (tutor •'.Flowna:eyetemanade1 nom tea anh647821)0l 'led' a fi e n es0. tote ri 8r4K1 11rw is ng iauintl pinaya' 211'' :271001 L pen ream a C4np.0 6 Ilile bri- g t 'Inca Laatolh le . HlyhlSrow Serb Adjustable controller FiowBlrDlffusero Unear• de(Throw` ilar 10(20919041 autet .JetThrow (Optional); Pyre9JT 1' Slot • JUTh'GwO4ldl; 7110-1.0.21 Jensewnptan F2,-22.13 e r 0101.... Je0Three0d.ma EL•254;T: 5v Jetin ,(816'1 1-3041' • 3.51 • JatTl'0o 0 QP211 .21)0340707934 23 White boa. v err . 01x00 bailors Iw'dmnars •, 1np1I 0101 r 1lplte5 L.ate•Iwshesavellepsa`. •:1 , 11 11•206 1116111160001nn 11001 nt1102115i1TOT,V1s971a' ;p.uam rant ran v 11l00ioaal Je1Tl,,ow edam i' e. to teJen'9a Ne 'rnlroain ce fob dace t acoiet9810on e) I 1003 11021 ed 4.(e celiln in r4,04La ppan.m815apd Irt.In8-. col wa 44 asiso oJou, T,te pann49144 M 4080 l mala' al 4010 ( m 11 bbe Viecd loft #d rJ xtn a p x a celineene tallda rid tp cramvlrxlen0 Meade. wa.aPMrm n • JetTniyieemu/ Can 710,6io- 4' 311 asceliOtieinitv.sina1Vs 00181218 p 7 140 awl air 014 a II bdu heated a p g PP :1pb r 1. 'Oa ,9. .•4a4(3'C dal H Ua T p elan408¢731aa r ea,: 00mrvtald: weeeh lea nettlfe d. �A: d maun W16... 10 a k ger 18x018 LdnlanaoloYdncij)•.', Vitus •: Jenrmv7 Pattern controleN.can bean= alga ser01 the mondani 1-11;II7h patens tp Imlers Fee V. Versate ?'ap ralnn0.. MASS air Call be a5 l Qell la PO' toy ala wood afr1r mrateel hornornally woos the pelting. all (twelve same F01003 •: JetTI114W wan Iwn3d1l(talna- iars l a1 udulat 1a: tort▪ en F-r01d 4 t FI B J I aa.. w err .Ie WIwO �+ rr a •;tl 1140, 00l.3[n ll Gere: e nye U, e4 'onga tyY'a1vX 50020040004 auminum •': S1044404 tn.c112aan 10 tam 1.19 hat10 i15lecodlta0 i1nnbes aria tlja;dni Gdo18 i neavelable Adjustlpl. Controller ... General Notes: Supply'Olct Diffuser 1:: # For use 40200 i sites with tour ceiling n Y '] requirements where plenun-ductwork 1c notp. earlitted. No substitutions) Dealer Design Strategy DES1 BAU/Whit&P3pace Progratn. Design Guide' inea:Cominu nicaticn }'Sciage.- V1:1 AT&T Proprietary andlConfiden iai''I: Eoraton Not for use dr dic•tntJreciut.:t'.,eufAP7eyce tn.tm ierxFwltllwr'E1xn.eLIFPlnrnt p p > . uEr,Tk_T42,C.,,-. / 5.3441(1, r_•i13' 27 C ALLIION APPLY FACTORY FINISH TO SPRINKLER HEAD COVERS. FINISH COLOR TO MATCH ADJACENT CEILING COLOR D 2,1311,11 15, 3200 $p:Inkieh5Ga VIKING MIRAGE STANDARD AND OR CONCEALED PENDENT SPRItELER4§? AND HP SPRINKLER VK4B3 (1(5.61 The Viking Corporation. 210 N Industrial P..N Road, Hastings1.8.48968 . . Tel.phonrt.289&468501 Technical Services 877314.6484 Fak:; 2090046.4495 Em0(15 t.,hav08Rs1kingeorp.lom 1. 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('375 r(0 1/541017 dtor k24jriso1JtSIde,ofAT&T elfEo,([ii.ornplianceWtthwf,ttert earnent' 'r'tfir T'F 1>1 t:3.Cs:0 28 SPRINKLERS NTS b 02L0 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 5 2010 City of T uI;Wila BUILDING' IVISiON RECEIVED CITY OF TUKWILA OCT 12 2016 PERMIT CENTER 10.07.2016 / \ PC/LL COM O 20) r O 0' 'mo- o rn�' E rn 21U o .5 N 9) CO) 01 s C T-- J E 8 Y Y 1 6A 0.1 04 a di l0 N 71 CA CI LO LO F <L amt W.J<o Q Q22o O v- I- 2 W °o • W Q W I- W < W = W Q = J �Dr H0< W These drawings/specifications are the property of Kamus + Keller. They are furnished as contract documents only. The seal(s) and signature(s) apply only to the documents to which they affixed, and expressly dlsplalm any responsibility for all other plans, specifications, estimates, reports or other documents or instruments relating to or intended to be used for any part or parts of the architectural or engineering protect. Additionally these drawings and seal(s) shall in no way convey or imply any time of warranty or certification relating to the performance of products and materials beyond those provided by their respective manufacturer. PROJECT NO. 16.0430.01 DRAWN/REVIEWED MSIAB DATE/ISSUE 09.07.2016 SHEET TITLE REFLECTED CEILING PLAN SHEET NO. A-3.1 WHITE; la SAUE$ F1.00R CEILINV (6wn OR:AcT-3) GREY• N. SALES FLO1)R CEILING (ACT -1) General Notes: • Sea M4C113nical Dra1411g6 SheetM-0211 'for .compi to spedification information.: Equal •=pnllkler alternates are acceptable i'f approved by Mechanical Engineer 9 Dealer Design Strategy DES 1 t3AlJ/WhrtRspare'Progr Design Guidelines Communication Package-VIJ AT&T Proprietary and Confidential Information. ('375 r(0 1/541017 dtor k24jriso1JtSIde,ofAT&T elfEo,([ii.ornplianceWtthwf,ttert earnent' 'r'tfir T'F 1>1 t:3.Cs:0 28 SPRINKLERS NTS b 02L0 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 5 2010 City of T uI;Wila BUILDING' IVISiON RECEIVED CITY OF TUKWILA OCT 12 2016 PERMIT CENTER 10.07.2016 / \ PC/LL COM O 20) r O 0' 'mo- o rn�' E rn 21U o .5 N 9) CO) 01 s C T-- J E 8 Y Y 1 6A 0.1 04 a di l0 N 71 CA CI LO LO F <L amt W.J<o Q Q22o O v- I- 2 W °o • W Q W I- W < W = W Q = J �Dr H0< W These drawings/specifications are the property of Kamus + Keller. They are furnished as contract documents only. The seal(s) and signature(s) apply only to the documents to which they affixed, and expressly dlsplalm any responsibility for all other plans, specifications, estimates, reports or other documents or instruments relating to or intended to be used for any part or parts of the architectural or engineering protect. Additionally these drawings and seal(s) shall in no way convey or imply any time of warranty or certification relating to the performance of products and materials beyond those provided by their respective manufacturer. PROJECT NO. 16.0430.01 DRAWN/REVIEWED MSIAB DATE/ISSUE 09.07.2016 SHEET TITLE REFLECTED CEILING PLAN SHEET NO. A-3.1 79'-10" T OPEN OFFICE F.7 (E) (E) E) ER)EP 6'-6" ttomr ®-olir-® leer miler rtm tom N SALES FLOOR 100 D REST ! OM 9'-4" TYP. 04 (2) L_ (2)D POWER/DATA PLAN Scale : 1/4" =11-0" 0 0 (2) DATA OUTLETS, AS APPLIES. REFER TO POWER PLAN (1)QUAD OUTLET, TYP. • MWU ELEVATION Scale : 1/2" = 1'-0" 10" TYPICAL OUTLET CONFIGURATION DETAILS 0 cD • MMM 03 SUBMIT CORING PLAN TO BASE BUILDING STRUCTURAL ENGINEER FOR APPROVAL - THIS IS A STRUCTURAL SLAB - NO TRENCHING WITHOUT LL AND BASE BUILDING STRUCTURAL ENGINEER APPROVAL. REFER TO SHEET A-1.0 10 GC. TO INSTALL 2" LONG SHELF NEAR TOP OF PLYWOOD BACKBOARD FOR AT&T WI -FI AND MUSIC EQUIPMENT; 1 DATA JACK TO TERMINATE AT MUSIC EQUIPMENT. • NEW QUAD ELECTRICAL OUTLET, WITH DEDICATED 20 AMP CIRCUIT JUST BELOW OR NEXT TO TELCO BOARD. 03 4'x8'x3/4" PLYWOOD TELCO BACKBOARD LOCATED AT TELCO DEMARCATION POINT WITH SPACE. ® ALL CABLING TO TERMINATE WITH THE 48 PORT PATCH PANEL, TO BE LOCATED WITH TELCO BOARD. © TELEPHONE SERVICE ENTRANCE CONDUIT AND CABLES ROUTE FROM ABOVE OR BELOW AS REQUIRED BY THE PARTICULAR INSTALLATION. •FINISH FLOOR 0'-0" TELCO BACKBOARD Scale : 3/8" = 1'-0" TYPICAL OUTLET CONFIGURATIONS, PROVIDE ADDITIONAL PORTS IF INDICATED ON DRAWINGS. NOTE: PROVIDE TOTAL NUMBER OF DATA PORTS AS INDICATED ON PLAN DRAWINGS (TYPICAL). (1D77 4 I (2DP 4 4 I (3DJ7 44 4 TYPICAL OUTLET CONFURATION UTILIZING CADDY DEVICE AS INDICATED. PROVIDE TOTAL NUMBER OF DATA PORTS AS INDICATED ON DRAWINGS. AATV IL4 (LEVEL 3 TV WALL) / I \ / I I \ / O 4 O 4 \�/ • 464 / \\ \ © © © © \ // © © (2) COAX / (2) DATA / FOURPLEX RECEPTACLE (INSTALL WITH CADDY) + DUPLEX RECEPTACLE (SWITCHED) (SWITCHED) MWU © © © \ (SWITCHED) Z.\\---NON-SWITCHED) (2) DATA / FOURPLEX RECEPTACLE. QUAD TO BE HALF SWITCHED FOR LIGHTING, HALF NON -SWITCHED FOR FIXTURE PTR (PRINTER) AND IP (I -PHONE): / / \ / NOT USED • \ / \ DUPLEX RECEPTACLE / (2) DATA © © CADDY PART #RBS16 (TYPICAL) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL WALLS, FIXTURE LAYOUT, AND KEYNOTES IN CONFLICT PRIOR TO CONSTRUCTION. IT IS THE GC RESPONSIBILITY TO COORDINATE ALL TRADES. NOTIFY ARCHITECT IMMEDIATELY IF ANY DISCREPANCIES OCCUR. FAILURE TO DO SO WILL RESULT IN CONTRACTOR OWNING ALL RESULTING ISSUES. r (2)D (2)D V n CLG D 0 • (2)DV n CLG (2)DV CLG (2)DV CLG (2)DV CLG 05 05 05 lf) M A 4' CONDUIT FOR POWER PER TABLE T 1 1" CONDUIT FOR DATA PER TABLE 1 18'-7" -----P-----\�- FLOOR MOUNT:D BOX, TYP REF. DRAWINGS REF. DRAWINGS C NOTE: RECEPTACLES @ BACKWRAP AND LEARNING TABLE TO BE ON A SINGLE 20 AMP DEDICATED CIRCUIT. DO NOT ADD OTHER RECEPTACLES TO CIRC. POWER/ DATA ENLARGED PLAN @ BCW & LT TRENCHING/ CONDUIT DETAIL AT LEARNING TABLES Scale : 1/4" = 1'-0" QUAD WALL OUTLET (2) DATA ELEVATION @ MAW Scale : 1/4" =11-0" FINISH FLOOR tO SHEET NOTES • GC TO PROVIDE ALL WIRING IN FULL COMPLIANCE WITH THE MOST CURRENT AT&T IT STANDARDS. RFP V2.5 OR HIGHER. • ELECTRICAL INFORMATION SHOW FOR REFERENCE ONLY. REFERENCE ELECTRICAL DRAWINGS FOR ENGINEERING DESIGN INFORMATION. • DATA OUTLET INFORMATION SHOWN FOR LOCATION REFERENCE ONLY. REFERENCE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. • PROVIDE PULL STRINGS IN ALL VOICE/DATA OUTLET CONDUIT. • GROMMIT LOCATIONS TO BE COORDINATED THROUGH GC WITH OWNER. • SAWCUT AND REMOVE EXISTING SLAB SHOWN FOR NEW MEP WORK. COORDINATE LOCATIONS ON FIXTURES AND MEP DRAWINGS. PATCH AND REPAIR FLOORING AS NOTED. GC TO COORDINATE WITH LANDLORD'S ON-SITE REPRESENTATIVE PRIOR TO CUTTING OR DRILLING EXISTING SLAB. • IF ELECTRICAL CONTRACTOR NOT PROVIDING DATA/VOICE CABLING, THEN INSTALL PULL STRING WITHIN EACH CONDUIT FOR LATER INSTALLATION BY CABLING VENDOR. ALL EXISTING ELECTRICAL OUTLETS UNDER 24" AFF TO BE LEFT AS CONVENIENCE OUTLETS. ALL FACEPLATES TO BE WHITE - REPLACE AS REQUIRED. NO ELECTRICAL OUTLETS OR DATA J -BOXES BEHIND MWU'S SHALL BE VISIBLE (EXCEPT CONVENIENCE OUTLETS) • VERIFY WITH DEALER WHETHER ANY ELECTRICAL OR DATA ADDITIONS ARE NEEDED FOR THE LOCATION OF THE MUSIC EQUIPMENT. • UNDERCARPET WIRING IS NOT ACCEPTABLE. FLUSH MOUNTED ELECTRICAL FLOOR BOXES MUST BE INSTALLED IN LOCATIONS NOTED PER PLAN. • ANY DEALER -PROVIDED SECURITY EQUIPMENT TO BE WHITE IN COLOR ONLY; NOT BLACK. • WIREMOLD RFB4E FLOOR BOX W/ 2HUB ACCESSORY CAN BE USED IN PLACE OF THE 881 RC4ATCBK IF BOX IS AVAILABLE. IF USED, CONDUIT WOULD TERMINATE AT BOX, AND NOT STUB -UP THROUGH FLOOR (NON LEARNING TABLE FIXTURES) • ALL FLOOR BOXES SHALL BE ORDERED THROUGH GRAINGER. KEYNOTES n RELOCATE CUPCAKE SHOP'S ELECTRICAL PANEL TO BE ADJACENT TO OTHER PANEL, AS SHOWN. n LOCATION OF FLOOR BOX FOR COMMUNITY TABLE . MUST LOCATE HERE IN ORDER TO ACCOMODATE ACCESS HATCH WITHIN FIXTURE. PROVIDE DUAL BRANCH CIRCUIT FOURPLEX RECEPTACLE, NON -SWITCHED. MULTIPLE SELLING STATIONS CAN BE GROUPER PER ELECTRICAL EQUIPMENT LIST. n ADDITIONAL CONVENIENCE OUTLETS OTHER THAN SHOWN AT SALES AREA ARE TO BE APPROVED BY CBRE PM. n PROVIDE DUAL BRACH CIRCUIT FOURPLEX RECEPTACLE, 2 OUTLETS SWITCHED (CONTROL FIXTURE LIGHTING), 2 OUTLETS HOT- PROVIDE BLACK ADHESIVE LABEL WITH 1/4" LETTERING INDICATING "SWITCHED FOR LTG". ADHERE TO THE HALF OF THE FOURPLEX PROVIDING POWER TO SWITCHED LIGHTING. 05 2 DATA PORT IN CEILING FOR SHOPPERTRAK, FURNISHED AND INSTALLED BY OTHERS. CONFIRM EXACT DISTRIBUTION WITH VENDOR. n PROVIDE REMOTE TRANSFORMER/TIME CLOCK FOR FUTURE EXTERIOR SIGNAGE. COORDINATE WITH SIGNAGE VENDOR ON LOCATION IN FIELD FOR POWER. n PROVIDE DATA IN CEILING FOR RETAIL WI -FI SYSTEM. PROVIDE QUAD OUTLET FOR TENANT'S WI -FI SYSTEM. 08 09 PROVIDE SHELF AND POWER/DATA OUTLETS FOR TENANT'S PROVIDED AMPLIFIER AND RETAIL RADIO MEDIA PLAYER. REF.#4 ON THIS SHEET. AMPLIFIER: DIMENSIONS: W 9.5" X H 4.1" X D 13.9"; WEIGHT: 8 LB 2 OZ RETAIL RADIO MEDIA PLAYER: DIMENSIONS: W 4.5" X H 4.5" X D 1.4", WEIGHT: 1 LB 3 OZ n PROVIDE CONDUITS IN SLAB AND STUB -UP FOR COMMUNITY TABLES. EC SHALL PROVIDE A WHIP QUAD RECEPTACLES AND DATA OUTLETS. MAKE FINAL POWER CONNECTIONS. ROUTING AND TERMINATION OF CT6 CABLING BY OTHERS. COORDINATE INSTALLATION WITH AT&T CONSTRUCTION MANAGER. SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATION. COORDINATE ALL TRENCHING AND INSTALLATION WITH AT&T CONSTRUCTION MANAGER. PROVIDE DATA OUTLETS AS INDICATED ON PLANS, IE: (#D) / (#T). COORDINATE EXACT LOCATION IN FIELD WITH AT&T CONSTRUCTION MANAGER PRIOR TO INSTALLATION. REQUIRED CONDUITS ENCASING DATA AND ROUTING ARE PER AT&T VOICE/DATA/VIDEO CABLING CRITERIA 11 FIXTURE LIGHTS BEHIND AATV WALL MONITORS TO BE NIGHTLIGHTS. n CONVENIENCE OUTLETS MAYBE RELOCATED OR ELIMINATED AS PER DEALER DIRECTION. 13 ALL CABLING TO TERMINATE WITHIN 48 PORT PATCH PANEL TO BE LOCATED WITHIN TELCO BOARD. AVAILABLE SPACE REMAINS ON TELCO BOARD FOR DEALERS SWITCHES, ROUTERS, SECURITY,AND OTHER INSTALLED BY DEALER. E4O2J-t? POWER/DATA LEGEND RECEIVED CITY OF TUKWILA OCT 12 2016 ERllfllt ICEN' ERR CODE COMPLIANCE ALL OUTLETS ARE NEW, UNLESS OTHERWISE NOTED. MEP/HVAC: DRAWINGS SHALL GOVERN II DUPLEX OUTLET, FLUSH WALL MOUNTED DEDICATED DUPLEX OUTLET, FLUSH WALL MOUNTED FOURPLEX OUTLET, FLUSH WALL MOUNTED DEDICATED FOURPLEX OUTLET, FLUSH WALL MOUNTED ✓ TELEPHONE/DATA OUTLET, FLUSH WALL MOUNTED ✓ DATA OUTLET, FLUSH WALL MOUNTED WITH 1" CONDUIT ❑V TELEPHONE/DATA OUTLET, FLUSH FLOOR MOUNTED ✓ TELEPHONE/DATA OUTLET, FLUSH WALL MOUNTED WITH 1" CONDUIT • THERMOSTAT 010 .—. HIM MIN NMI DUPLEX OUTLET, FL WIREMOLD GRAND OCT 252016 City of Tukwila FOURPLEX OUTLET, FLUSH FLOOR MOUNTED WIREMOLD GRAND 881RC4ATCBK COAXIAL CABLE OUTLET DENOTES TRENCHING A "+" INDICATES THAT THE ASSOCIATED FIXTURE IS TO BE INSTALLED SO THAT THE BOTTOM OF THE COVER PLATE IS 1" ABOVE THE COUNTERTOP BACKSPLASH. 10.07.2016 PC/LL COM co co wm co < co U ce gy ow 0) -1C co r LO I, COC LO CO 00 M00 LO N CCo m E 8 Y Y 4a NN :711.0 co N CD CD no F LL: These drawings/specifications are the property of Kamus + Keller. They are furnished as contract documents only. The seal(s) and signature(s) apply only to the documents to which they affixed, and expressly displaim any responsibility for all other plans, specifications, estimates, reports or other documents or Instruments relating to or intended to be used for any part or parts of the architectural or engineering project. Additionally these drawings and seal(s) shall In no way convey or imply any time of warranty or certification relating to the performance of products and materials beyond those provided by their respective manufacturer. PROJECT NO. 16.0430.01 DRAWN/REVIEWED MS1AB DATE/ISSUE 09.07.2016 SHEET TITLE POWER/DATA PLAN SHEET NO. A-4.0 O e 0 0 e e 0 e ELEVATION @ MAW Scale : 1/4" =11-0" FINISH FLOOR tO SHEET NOTES • GC TO PROVIDE ALL WIRING IN FULL COMPLIANCE WITH THE MOST CURRENT AT&T IT STANDARDS. RFP V2.5 OR HIGHER. • ELECTRICAL INFORMATION SHOW FOR REFERENCE ONLY. REFERENCE ELECTRICAL DRAWINGS FOR ENGINEERING DESIGN INFORMATION. • DATA OUTLET INFORMATION SHOWN FOR LOCATION REFERENCE ONLY. REFERENCE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. • PROVIDE PULL STRINGS IN ALL VOICE/DATA OUTLET CONDUIT. • GROMMIT LOCATIONS TO BE COORDINATED THROUGH GC WITH OWNER. • SAWCUT AND REMOVE EXISTING SLAB SHOWN FOR NEW MEP WORK. COORDINATE LOCATIONS ON FIXTURES AND MEP DRAWINGS. PATCH AND REPAIR FLOORING AS NOTED. GC TO COORDINATE WITH LANDLORD'S ON-SITE REPRESENTATIVE PRIOR TO CUTTING OR DRILLING EXISTING SLAB. • IF ELECTRICAL CONTRACTOR NOT PROVIDING DATA/VOICE CABLING, THEN INSTALL PULL STRING WITHIN EACH CONDUIT FOR LATER INSTALLATION BY CABLING VENDOR. ALL EXISTING ELECTRICAL OUTLETS UNDER 24" AFF TO BE LEFT AS CONVENIENCE OUTLETS. ALL FACEPLATES TO BE WHITE - REPLACE AS REQUIRED. NO ELECTRICAL OUTLETS OR DATA J -BOXES BEHIND MWU'S SHALL BE VISIBLE (EXCEPT CONVENIENCE OUTLETS) • VERIFY WITH DEALER WHETHER ANY ELECTRICAL OR DATA ADDITIONS ARE NEEDED FOR THE LOCATION OF THE MUSIC EQUIPMENT. • UNDERCARPET WIRING IS NOT ACCEPTABLE. FLUSH MOUNTED ELECTRICAL FLOOR BOXES MUST BE INSTALLED IN LOCATIONS NOTED PER PLAN. • ANY DEALER -PROVIDED SECURITY EQUIPMENT TO BE WHITE IN COLOR ONLY; NOT BLACK. • WIREMOLD RFB4E FLOOR BOX W/ 2HUB ACCESSORY CAN BE USED IN PLACE OF THE 881 RC4ATCBK IF BOX IS AVAILABLE. IF USED, CONDUIT WOULD TERMINATE AT BOX, AND NOT STUB -UP THROUGH FLOOR (NON LEARNING TABLE FIXTURES) • ALL FLOOR BOXES SHALL BE ORDERED THROUGH GRAINGER. KEYNOTES n RELOCATE CUPCAKE SHOP'S ELECTRICAL PANEL TO BE ADJACENT TO OTHER PANEL, AS SHOWN. n LOCATION OF FLOOR BOX FOR COMMUNITY TABLE . MUST LOCATE HERE IN ORDER TO ACCOMODATE ACCESS HATCH WITHIN FIXTURE. PROVIDE DUAL BRANCH CIRCUIT FOURPLEX RECEPTACLE, NON -SWITCHED. MULTIPLE SELLING STATIONS CAN BE GROUPER PER ELECTRICAL EQUIPMENT LIST. n ADDITIONAL CONVENIENCE OUTLETS OTHER THAN SHOWN AT SALES AREA ARE TO BE APPROVED BY CBRE PM. n PROVIDE DUAL BRACH CIRCUIT FOURPLEX RECEPTACLE, 2 OUTLETS SWITCHED (CONTROL FIXTURE LIGHTING), 2 OUTLETS HOT- PROVIDE BLACK ADHESIVE LABEL WITH 1/4" LETTERING INDICATING "SWITCHED FOR LTG". ADHERE TO THE HALF OF THE FOURPLEX PROVIDING POWER TO SWITCHED LIGHTING. 05 2 DATA PORT IN CEILING FOR SHOPPERTRAK, FURNISHED AND INSTALLED BY OTHERS. CONFIRM EXACT DISTRIBUTION WITH VENDOR. n PROVIDE REMOTE TRANSFORMER/TIME CLOCK FOR FUTURE EXTERIOR SIGNAGE. COORDINATE WITH SIGNAGE VENDOR ON LOCATION IN FIELD FOR POWER. n PROVIDE DATA IN CEILING FOR RETAIL WI -FI SYSTEM. PROVIDE QUAD OUTLET FOR TENANT'S WI -FI SYSTEM. 08 09 PROVIDE SHELF AND POWER/DATA OUTLETS FOR TENANT'S PROVIDED AMPLIFIER AND RETAIL RADIO MEDIA PLAYER. REF.#4 ON THIS SHEET. AMPLIFIER: DIMENSIONS: W 9.5" X H 4.1" X D 13.9"; WEIGHT: 8 LB 2 OZ RETAIL RADIO MEDIA PLAYER: DIMENSIONS: W 4.5" X H 4.5" X D 1.4", WEIGHT: 1 LB 3 OZ n PROVIDE CONDUITS IN SLAB AND STUB -UP FOR COMMUNITY TABLES. EC SHALL PROVIDE A WHIP QUAD RECEPTACLES AND DATA OUTLETS. MAKE FINAL POWER CONNECTIONS. ROUTING AND TERMINATION OF CT6 CABLING BY OTHERS. COORDINATE INSTALLATION WITH AT&T CONSTRUCTION MANAGER. SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATION. COORDINATE ALL TRENCHING AND INSTALLATION WITH AT&T CONSTRUCTION MANAGER. PROVIDE DATA OUTLETS AS INDICATED ON PLANS, IE: (#D) / (#T). COORDINATE EXACT LOCATION IN FIELD WITH AT&T CONSTRUCTION MANAGER PRIOR TO INSTALLATION. REQUIRED CONDUITS ENCASING DATA AND ROUTING ARE PER AT&T VOICE/DATA/VIDEO CABLING CRITERIA 11 FIXTURE LIGHTS BEHIND AATV WALL MONITORS TO BE NIGHTLIGHTS. n CONVENIENCE OUTLETS MAYBE RELOCATED OR ELIMINATED AS PER DEALER DIRECTION. 13 ALL CABLING TO TERMINATE WITHIN 48 PORT PATCH PANEL TO BE LOCATED WITHIN TELCO BOARD. AVAILABLE SPACE REMAINS ON TELCO BOARD FOR DEALERS SWITCHES, ROUTERS, SECURITY,AND OTHER INSTALLED BY DEALER. E4O2J-t? POWER/DATA LEGEND RECEIVED CITY OF TUKWILA OCT 12 2016 ERllfllt ICEN' ERR CODE COMPLIANCE ALL OUTLETS ARE NEW, UNLESS OTHERWISE NOTED. MEP/HVAC: DRAWINGS SHALL GOVERN II DUPLEX OUTLET, FLUSH WALL MOUNTED DEDICATED DUPLEX OUTLET, FLUSH WALL MOUNTED FOURPLEX OUTLET, FLUSH WALL MOUNTED DEDICATED FOURPLEX OUTLET, FLUSH WALL MOUNTED ✓ TELEPHONE/DATA OUTLET, FLUSH WALL MOUNTED ✓ DATA OUTLET, FLUSH WALL MOUNTED WITH 1" CONDUIT ❑V TELEPHONE/DATA OUTLET, FLUSH FLOOR MOUNTED ✓ TELEPHONE/DATA OUTLET, FLUSH WALL MOUNTED WITH 1" CONDUIT • THERMOSTAT 010 .—. HIM MIN NMI DUPLEX OUTLET, FL WIREMOLD GRAND OCT 252016 City of Tukwila FOURPLEX OUTLET, FLUSH FLOOR MOUNTED WIREMOLD GRAND 881RC4ATCBK COAXIAL CABLE OUTLET DENOTES TRENCHING A "+" INDICATES THAT THE ASSOCIATED FIXTURE IS TO BE INSTALLED SO THAT THE BOTTOM OF THE COVER PLATE IS 1" ABOVE THE COUNTERTOP BACKSPLASH. 10.07.2016 PC/LL COM co co wm co < co U ce gy ow 0) -1C co r LO I, COC LO CO 00 M00 LO N CCo m E 8 Y Y 4a NN :711.0 co N CD CD no F LL: These drawings/specifications are the property of Kamus + Keller. They are furnished as contract documents only. The seal(s) and signature(s) apply only to the documents to which they affixed, and expressly displaim any responsibility for all other plans, specifications, estimates, reports or other documents or Instruments relating to or intended to be used for any part or parts of the architectural or engineering project. Additionally these drawings and seal(s) shall In no way convey or imply any time of warranty or certification relating to the performance of products and materials beyond those provided by their respective manufacturer. PROJECT NO. 16.0430.01 DRAWN/REVIEWED MS1AB DATE/ISSUE 09.07.2016 SHEET TITLE POWER/DATA PLAN SHEET NO. A-4.0 4'-11" 4'-11" 4'-11" 2'-3" 3'-3" 12'-4" 2'-0" 4'-11" 4'-11" 4'-11" MWU 8'-3" VALUE -T AATV-BENCH MWU FSLS 1 1 1 1 MI COI 1 LT -S 1 1 1 1 LT -D' 1 1 LT -S 1 ----1-- t.00� MAW a m LT -S LT -D LT S POt R LT C c_ LT -ADA LT -C MWU PEF MWU SALES FLOOR 100 PROT MWU 12'-3" 6'-6" 6'-6" 4,-9" 8'-11" COMT 3'-1" c. MPOS 0. MWU MWU MWU MWU MWU P - S IPAD� j FIXTURE PLAN Scale : 1/4" = 1'-0" BP BP 1 c. I 1 1 1 0 MPOS-A `sml® 1 /rang Table: The Learning Tables create personal and convenient interaction points for the customer and rep, The:ssocated OPUS' Mobile BCWallows for full transactions to take place. Groups of () ar (3) tables varies by store and space a allabl , orts Standard Table' 3" DIA x 42" H. ADA Tale: 36 DIA x 30" H 2 ADA -LT Scale : N.T.S. D pttort nager's Point of Sale: This single unit POS is a freestan d in 9 fixture tl ioaS MPOS: 33" W x 26' L x 36"H Countertop ADA-MPOS: 34 3/4" W x 43 1/2„ L x 33 3/4" H Countertop t is used for sales transactions. ADA-MPOS SECURITY GRILLE TRACK MALL TILE/LEASE LINE Scale : N.T.S. SOFFIT ABOVE SHEET NOTES • GC TO INSTALL FIRE RETARDANT BLOCKING AS REQUIRED FOR ALL CASEWORK, SHELVING, COUNTERTOPS & OWNER PROVIDED EQUIPMENT • PATCH CONCRETE SLAB AS REQUIRED TO CONDUIT INSTALLATION. SEE ELECTRICAL FOR EXTENT OF TRENCHING, WHERE APPLICABLE. • ALL DIMENSIONS ARE FINISH TO FINISH UNLESS NOTED OTHERWISE. • MAINTAIN EXISTING FIRE RATINGS AT TENANT SEPARATION WALLS DURING DEMO/CONSTRUCTION ACTIVITIES. FIXTURE SCHEDULE QTY PLAN ID DESCRIPTION 1 AATV BENCH AATV BENCH 1 MTV LRG LARGE AATV WALL 0 ACC -DIA DIAMOND ACCESSORY FIXTURE 0 ACC-LRG LARGE ACCESSORY FIXTURE 0 ACC-SML SMALL ACCESSORY FIXTURE 0 BCW (med) MEDIUM BACKWRAP 1 COMT COMMUNITY TABLE, SMALL 1 IP -D 60" (PHONE FIXTURE 2 LT -D DES1 LEARNING TABLE - NOT SUPPLIED BY FIXTURE VENDOR 1 LT -D -ADA ADA COMPLIANT DES1 LEARNING TABLE - NOT SUPPLIED BY FIXTURE VENDOR 4 LT -S LEARNING TABLE STOOL 2 LT -C ADA -LEARNING TABLE CHAIR 1 MPOS MANAGER POINT OF SALE 1 MPOS-ADA ADA COMPLIANT MANAGER POINT OF SALE 11 MWU-D MERCHANSIDING WALL UNIT 0 MWU-G MERCHANSIDING WALL UNIT, GRAPHIC BACK 0 MWU-FS MERCHANSIDING WALL UNIT, FREE STANDING 0 WIN -B WINDOW BANNER 6 BP BLOCKER PANEL 1 SH SHELF 0 BC 24"x48" P.LAM.BREAK COUNTER (BY G.C.) 1 QMI PROVIDED BY AT&T, INSTALLED BY G.C. - BOLT TO FLOOR 1 FSLS FSLS FIXTURE 1 MAW (12') ACCESSORIES FIXTURE -12' GC TO VERIFY FIXTURE QUANTITY AGAINST APPROVED SPACE PLAN BEFORE ORDERING. APPROVED TEST FIT $outhcenier Floor Plea (NTS) 1s- emits. 10 211. I 887-8. Store Slat• eater #3.1 Ramon 6 Slee Level & Grafi Sales floor Ste ::. . DESI 27-5'W x 6U'-8' D: l 'APPROVED Qy WWYmr'+KARtamoua e -- AT4TOmier Saresi2016TrAFits 10 DesatsDealer WhiteSpece DIV location. Nes orno) Yes U -vele Location (yes erne) No UMW ildemel:(yesorrro) No 1n -Footprint (yes ono) . : No N1.Tt Location No Digital Lite Live es TotalSgF1 2,114st Stiles Area 68% 1,43761 B0WsoffitAre1:82Y :. Fable Quantities .: 677 5f Wali Legend AATV: oiasloy AATVBENCHI 6 Lt 2 General Notes:. LT -ADA: WW -811 11 278 0.8,17-P.16988 88..1 1,A' Conn stalettcammaitt Keynotes & Rod Flags Den Flwi (NTS) PBBBABARYDESION-NOTFOR CONSTROCgION 0 FSLS: 401 FaOGhEIECO0)1IWal . :y RnasraaFrxar: "rwatnurrraLrslsq ▪ Rouemoxannr unix=we 4007PM SRXFFRpR3Rfl7") AY 8E IEG9 FEMIW SPJICT FN6lIEAtWO Dealer Contact Revisions Log Cconectliiimkes Wag* 200.3412392 PJM Tony Mad : 8011010136 5546,415ei i(tdie-mm • PRoxcrt 11118180 T F v2 - tW.e.161 i0soe. U W U. 10'05, (ZI A,add BLS FYI(0718I6)Room slaoaau *mg. add seccay Ow, 8011 T6YS � 2 t oveWVNS naTE6i92.2011 - .... 03.1 , IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL WALLS, FIXTURE LAYOUT, AND KEYNOTES IN CONFLICT PRIOR TO CONSTRUCTION. IT IS THE GC RESPONSIBILITY TO COORDINATE ALL TRADES. NOTIFY ARCHITECT IMMEDIATELY IF ANY DISCREPANCIES OCCUR. FAILURE TO DO SO WILL RESULT IN CONTRACTOR OWNING ALL RESULTING ISSUES. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 5 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCC 122016 PERMIT CENTER 10.07.2016 / \ PC/LL COM 5� M $2 Y.) �< 03 o 0) m O to< (O N erg Y Y 1 4a N to ai N N N(21 Y) Q J F- C G • W J z W0 0 = oS These drawings/specifications are the property of Kamus + Keller. They are furnished as contract documents only. The seal(s) and signature(s) apply only to the documents to which they affixed, and expressly displaim any responsibility for all other plans, specifications, estimates, reports or other documents or Instruments relating to or intended to be used for any part or parts of the architectural or engineering project. Additionally these drawings and seal(s) shall in no way convey or imply any time of warranty or certification relating to the performance of products and materials beyond those provided by their respective manufacturer. PROJECT NO. 16.0430.01 DRAWN/REVIEWED MSIAB DATE/ISSUE 09.07.2016 SHEET TITLE FIXTURE PLAN SHEET NO. A-5.0 SECURITY GRILLE STORAGE WITHIN PT -2 — PAINT LINE 8'-0" OpFINISH FLOOR 0'-0" OpSALES FLOOR CLG. 12'-0" • GYPSUM SOFFIT 10'-0" FINISH FLOOR 0'-0" SALES FLOOR CLG. 12'-0" GYP.SOFFIT 10'-0" P-1 E P-1 E PT -1 ELEVATION B TILED COLUMN BEYOND ELEVATION A TILED COLUMN BEYOND FINISH FLOOR (OPEN TO MALL COMMON AREA) SALES FLOOR CLG. 12'-0" GYPSUM SOFFIT 1 0'-0" PAINT LINE 8'-0" FINISH FLOOR 0'-0" SECURITY GRILLE STORAGE WITHIN PT -2 PT -2 P 1E P -4E niELEVATIONS @ SALES FLOOR SCALE : 1/4" = 1'-0" ELEVATION D P -4S ELEVATION C PT -2 GYPSUM SOFFIT sS 10'-0" PAINT LINE sS 8'-0" SHEET NOTES • PROVIDE FIRE RETARDANT TREATED BACKING/BLOCKING IN WALL, AS REQUIRED. GC TO COORDINATE BACKING/BLOCKING FOR ALL FIXTURE VENDOR -PROVIDED ITEMS. • FOR ALL ADDITIONAL FIXTURE INFORMATION, SEE A-5.0. • REFER TO FINISH LEGEND ON A-2.0 FOR FINISH DESIGNATIONS. KEYNOTES 10711 GC TO INSTALL RUBBER BASE (RB -1) @ BOTTOM OF FIXTURES AFTER BEING INSTALLED BY VENDOR. c.) P -1E ' PT -1 -- 01 P -4E TO 8'-0" A.F.F. P-1 E ABOVE 8'-0" 0 FLOOR/FIXTURE PLAN SCALE : 3/32" =11-0" P-1 E PT -1 NOTE: THESE DOCUMENTS CONTAIN INFORMATION PERTAINING TO THE ARCHITECTURAL SCOPE OF WORK ONLY. FOR THIS PROJECT, ENGINEERING DESIGN, DOCUMENT AND SPECIFICATION PREPARATION, AS REQUIRED FOR ALL OTHER DISCIPLINES, HAVE BEEN PREPARED BY OTHERS AND ARE NOT THE RESPONSIBILITY OF THE ARCHITECT/KAMUS + KELLER. INFORMATION INDICATED ON THESE DRAWINGS/DOCUMENTS SHOWING OR REFERENCING MECHANICAL, PLUMBING OR FIRE PROTECTION INFORMATION WHERE IT OCCURS HAS BEEN PROVIDED FOR REFERENCE ONLY. THE ENGINEERING DESIGNER, AS LICENSED AND QUALIFIED PROFESSIONALS, UNDER CONTRACT TO OTHERS, SHALL REMAIN SOLELY RESPONSIBLE FOR ALL DESIGN AND APPLICABLE CODE COMPLIANCE MATTERS RELATIVE TO THEIR RESPECTIVE DISCIPLINES. THIS SHALL INCLUDE ADDRESSING AND RESOLVING ANY PLAN REVIEW COMMENTS RELATIVE TO THEIR SPECIFIC SCOPE OF WORK. THE PROJECT ENGINEERING DESIGNERS SHALL ENDEAVOR TO BRING TO THE ATTENTION OF THE ARCHITECT/KAMUS + KELLER ANY DESIGN CHANGE OR CODE COMPLIANCE ITEMS IMPACTING THE ARCHITECTURAL SCOPE OF WORK AS EXPEDITIOUSLY AS POSSIBLE. LREVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 5 2016 City o& Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 12 2016 PERMIT CENTER 1 10.07.2016 PC/LL COM °O to O n t = M tin V! O :no; ro1N O @ F ll -J - J 00 02 � o LU LU < W = W 0< W � 0o(n These drawings/specifications are the property of Kamus + Keller. They are furnished as contract documents only. The seal(s) and signature(s) apply only to the documents to which they affixed, and expressly displaim any responsibility for all other plans, specifications, estimates, reports or other documents or instruments relating to or intended to be used for any part or parts of the architectural or engineering project. Additionally these drawings and seal(s) shall In no way convey or imply any time of warranty or certification relating to the performance of products and materials beyond those provided by their respective manufacturer. PROJECT NO. 16.0430.01 DRAWN/REVIEWED MSIAB DATE/ISSUE 09.07.2016 SHEET TITLE INTERIOR ELEVATIONS SHEET NO. A-6.0 (OPEN TO MALL COMMON AREA) (OPEN TO MALL HALLWAY) T PT -1 ELEVATION B TILED COLUMN BEYOND ELEVATION A TILED COLUMN BEYOND FINISH FLOOR (OPEN TO MALL COMMON AREA) SALES FLOOR CLG. 12'-0" GYPSUM SOFFIT 1 0'-0" PAINT LINE 8'-0" FINISH FLOOR 0'-0" SECURITY GRILLE STORAGE WITHIN PT -2 PT -2 P 1E P -4E niELEVATIONS @ SALES FLOOR SCALE : 1/4" = 1'-0" ELEVATION D P -4S ELEVATION C PT -2 GYPSUM SOFFIT sS 10'-0" PAINT LINE sS 8'-0" SHEET NOTES • PROVIDE FIRE RETARDANT TREATED BACKING/BLOCKING IN WALL, AS REQUIRED. GC TO COORDINATE BACKING/BLOCKING FOR ALL FIXTURE VENDOR -PROVIDED ITEMS. • FOR ALL ADDITIONAL FIXTURE INFORMATION, SEE A-5.0. • REFER TO FINISH LEGEND ON A-2.0 FOR FINISH DESIGNATIONS. KEYNOTES 10711 GC TO INSTALL RUBBER BASE (RB -1) @ BOTTOM OF FIXTURES AFTER BEING INSTALLED BY VENDOR. c.) P -1E ' PT -1 -- 01 P -4E TO 8'-0" A.F.F. P-1 E ABOVE 8'-0" 0 FLOOR/FIXTURE PLAN SCALE : 3/32" =11-0" P-1 E PT -1 NOTE: THESE DOCUMENTS CONTAIN INFORMATION PERTAINING TO THE ARCHITECTURAL SCOPE OF WORK ONLY. FOR THIS PROJECT, ENGINEERING DESIGN, DOCUMENT AND SPECIFICATION PREPARATION, AS REQUIRED FOR ALL OTHER DISCIPLINES, HAVE BEEN PREPARED BY OTHERS AND ARE NOT THE RESPONSIBILITY OF THE ARCHITECT/KAMUS + KELLER. INFORMATION INDICATED ON THESE DRAWINGS/DOCUMENTS SHOWING OR REFERENCING MECHANICAL, PLUMBING OR FIRE PROTECTION INFORMATION WHERE IT OCCURS HAS BEEN PROVIDED FOR REFERENCE ONLY. THE ENGINEERING DESIGNER, AS LICENSED AND QUALIFIED PROFESSIONALS, UNDER CONTRACT TO OTHERS, SHALL REMAIN SOLELY RESPONSIBLE FOR ALL DESIGN AND APPLICABLE CODE COMPLIANCE MATTERS RELATIVE TO THEIR RESPECTIVE DISCIPLINES. THIS SHALL INCLUDE ADDRESSING AND RESOLVING ANY PLAN REVIEW COMMENTS RELATIVE TO THEIR SPECIFIC SCOPE OF WORK. THE PROJECT ENGINEERING DESIGNERS SHALL ENDEAVOR TO BRING TO THE ATTENTION OF THE ARCHITECT/KAMUS + KELLER ANY DESIGN CHANGE OR CODE COMPLIANCE ITEMS IMPACTING THE ARCHITECTURAL SCOPE OF WORK AS EXPEDITIOUSLY AS POSSIBLE. LREVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 5 2016 City o& Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 12 2016 PERMIT CENTER 1 10.07.2016 PC/LL COM °O to O n t = M tin V! O :no; ro1N O @ F ll -J - J 00 02 � o LU LU < W = W 0< W � 0o(n These drawings/specifications are the property of Kamus + Keller. They are furnished as contract documents only. The seal(s) and signature(s) apply only to the documents to which they affixed, and expressly displaim any responsibility for all other plans, specifications, estimates, reports or other documents or instruments relating to or intended to be used for any part or parts of the architectural or engineering project. Additionally these drawings and seal(s) shall In no way convey or imply any time of warranty or certification relating to the performance of products and materials beyond those provided by their respective manufacturer. PROJECT NO. 16.0430.01 DRAWN/REVIEWED MSIAB DATE/ISSUE 09.07.2016 SHEET TITLE INTERIOR ELEVATIONS SHEET NO. A-6.0 SANITARY FACILITIES NOTES 1. VERIFY EXISTING - ON DOORWAYS LEADING TO MEN'S SANITARY FACILITIES, AN EQUILATERAL TRIANGLE 1/4 INCH THICK WITH EDGES 12 -INCHES LONG AND A VERTEX POINTING UPWARD SHALL BE PROVIDED AND ON DOORWAYS LEADING TO WOMEN'S SANITARY FACILITIES A CIRCLE 1/4 inch THICK AND 12 -INCHES IN DIAMETER SHALL BE PROVIDED. THESE GEOMETRIC SYMBOLS SHALL BE CENTERED ON THE DOOR AT A HEIGHT OF 60 -INCHES AND THEIR COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM THE COLOR AND CONTRAST OF THE DOOR. UNISEX SANITARY FACILITY SHALL BE IDENTIFIED BY A CIRCLE 1/4" THICK, 12" DIA. WITH A 1/4" THICK TRIANGLE SUPERIMPOSED CENTERED IN THE 12" DIA. CIRCLE. 2. A WATER CLOSET FIXTURE LOCATED IN A COMPARTMENT SHALL PROVIDE A 28 -INCH WIDE CLEAR SPACE FROM A FIXTURE OR A 32 -INCH WIDE CLEAR SPACE FROM A WALL AT ONE SIDE OF THE WATER CLOSET AND A 48 -INCH LONG CLEAR SPACE IN FRONT OF THE WATER CLOSET IF THE COMPARTMENT HAS AN END OPENING DOOR (FACING THE WATER CLOSET). A 60 -INCH MINIMUM LENGTH CLEAR SPACE SHALL BE PROVIDED IN A COMPARTMENT WITH THE DOOR LOCATED IN THE SIDE. GRAB BARS SHALL NOT PROJECT MORE THAN 3 -INCHES INTO THE CLEAR SPACE AS SPECIFIED ABOVE. 3. WATER CLOSET COMPARTMENTS SHALL BE EQUIPPED WITH A DOOR THAT HAS AN AUTOMATIC CLOSING DEVICE, AND SHALL HAVE A CLEAR UNOBSTRUCTED OPENING WIDTH OF 32 -INCHES WHEN LOCATED AT THE END AND 34 -INCHES WHEN LOCATED AT THE SIDE WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. 4. EXCEPT FOR DOOR OPENING WIDTH AND DOOR SWINGS, A CLEAR UNOBSTRUCTED ACCESS NOT LESS THAN 44 -INCHES SHALL BE PROVIDED TO WATER CLOSET COMPARTMENTS DESIGNED FOR USE BY THE DISABLED. THE SPACE IMMEDIATELY IN FRONT OF A WATER CLOSET COMPARTMENT SHALL BE NOT LESS THAN 48 -INCHES AS MEASURED AT RIGHT ANGLES TO THE COMPARTMENT DOOR IN IT'S CLOSED POSITION. 5. THE HEIGHT OF ACCESSIBLE WATER CLOSETS SHALL DE A MINIMUM OF 17 INCHES AND A MAXIMUM OF 19 INCHES MEASURED TO THE TOP OF TOILET SEAT. 6. TOILET FLUSH CONTROLS SHALL BE OPERABLE WITH ONE HAND, AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. CONTROLS FOR THE FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF THE TOILET AREAS, NO MORE THAN 44 -INCHES ABOVE THE FLOOR. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. 7. WHERE URINALS ARE PROVIDED, AT LEAST ONE SHALL HAVE A CLEAR SPACE 30 -INCHES WIDE X 48 -INCHES LONG IN FRONT, WITH A RIM PROJECTING 17" MIN. A.F.F.. 8. A CLEAR FLOOR SPACE 30 -INCHES WIDE X 48 -INCHES LONG SHALL BE PROVIDED IN FRONT OF A LAVATORY TO ALLOW A FORWARD APPROACH. SUCH CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND INTO KNEE AND TOE SPACE UNDERNEATH THE LAVATORY. 9. LAVATORIES SHALL BE MOUNTED WITH A CLEARANCE OF AT LEAST 29- INCHES FROM THE FLOOR TO THE BOTTOM OF THE APRON WITH KNEE CLEARANCE UNDER THE FRONT LIP EXTENDING A MINIMUM OF 30 -INCHES IN WIDTH WITH 8 -INCHES MINIMUM DEPTH AT THE TOP. TOE CLEARANCE SHALL BE THE SAME WITH AND SHALL BE A MINIMUM OF 9 -INCHES HIGH FROM THE FLOOR AND A MINIMUM OF 17 -INCHES DEEP FROM THE FRONT OF THE LAVATORY. 10. A PROJECTION OF LAVATORY BOWL INTO THE 8 -INCH CLEAR SPACE. THEREBY REDUCING THE CLEAR HEIGHT BELOW THE LAVATORY TO NO LESS THAN 27 -INCHES AT 8 -INCHES BACK FROM THE APRON, MEETS THE REQUIREMENT FOR PROVIDING KNEE CLEARANCE. 11. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. 12. FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST, THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBS. LEVER -OPERATED, PUSH -TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGN. SELF-CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. 13. MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE NOT MORE THAN 40 -INCHES FROM THE FLOOR. 14. LOCATE TOWEL, SANITARY NAPKIN, WASTE RECEPTACLES AND ANY OTHER DISPENSERS WITH ALL OPERABLE PARTS NOT MORE THAN 40 -INCHES FROM THE FLOOR. 15. LOCATE TOILET TISSUE DISPENSERS ON THE WALL WITHIN 12 -INCHES OF THE FRONT EDGE OF THE TOILET SEAT. 16. ALL TOILET ROOM ACCESSORY SHALL BE MOUNTED IN COMPLIANCE WITH ALL APPLICABLE CODES & DISABLED ACCESS REQUIREMENTS. 17. TOILET ROOMS SHALL BE EQUIPPED WITH A MECHANICAL VENTILATION SYSTEM PROVIDING A MINIMUM OF FOUR (4) AIR CHANGES PER HOUR AND TO COMPLY WITH RESPECTIVE CODES. GRAB BARS GENERAL NOTES 1. GRAB BARS, FASTENERS AND MOUNTING DEVICES SHALL BE DESIGNED FOR 250 LBS. PER LINEAR FEET LOAD. 2. GRAB BARS SHALL BE LOCATED ON EACH SIDE, OR ONE SIDE AND THE BACK OF THE PHYSICALLY DISABLED TOILET STALL OR COMPARTMENT AND SHALL BE SECURELY ATTACHED 33 -INCHES ABOVE AND PARALLEL TO THE FLOOR. 3. GRAB BARS AT THE SIDE SHALL BE AT LEAST 42 -INCHES LONG WITH THE FRONT END POSITIONED 24 -INCHES IN FRONT OF THE WATER CLOSET STOOL, AND GRAB BARS AT THE BACK SHALL BE NOT LESS THAN 36 -INCHES LONG. 3. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR SHALL BE 1-1/4 INCHES TO 1-1/2 INCHES OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. 4. IF THE GRAB BAR IS MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1-1/2 INCHES. 5. A GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. 6. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 7. EDGES SHALL HAVE MINIMUM RADIUS OF 1/8 -INCH. 8. WHERE LOCKERS ARE PROVIDED, AT LEAST ONE AND NOT LESS THAN ONE PERCENT OF ALL LOCKERS SHALL BE MADE ACCESSIBLE TO THE PHYSICALLY DISABLED. A PATH OF TRAVEL NOT LESS THAN 36 -INCHES IN CLEAR WIDTH SHALL BE PROVIDED TO THESE LOCKERS AND A CLEAR SPACE FOR A CIRCLE WITH DIAMETER OF 60 -INCHES. ENLARGED PLAN KEYNOTES EXISTING 1 1/2" DIA. X 42" LONG STAINLESS STEEL GRAB BAR MOUNTED 1 1/2" FROM FIN. WALL SURFACE TO RIGID BACKING PER CODE. MOUNT AT PROPER ADA COMPLIANT HEIGHT. EXISTING 1 1/2" DIA. X 36" LONG STAINLESS STEEL GRAB BAR MOUNTED 1 1/2" FROM FIN. WALL SURFACE TO RIGID BACKING PER CODE. MOUNT AT PROPER ADA COMPLIANT HEIGHT. EXISTING TOILET TISSUE DISPENSER. EXISTING MIRROR W/ ALUMINUM TRIM. GC TO VERIFY AND IF MISSING PROVIDE SIGNAGE PER CODE. EXISTING FLOOR MOUNTED TOILET, TOP OF SEAT TO BE AT PROPER ADA COMPLIANT HEIGHT. EXISTING LAVATORY, MOUNTED AT PROPER ADA COMPLIANT HEIGHT. GC TO VERIFY AND IF MISSING PROVIDE INSULATION ON ALL DRAINS AND EXPOSED PIPES, TYPICAL. (E) FRP RESTROOM SIGNAGE ON. DOOR ELEVATION CENTER LINE OF SYMBOL TO BE WITHIN 1" OF THE CENTER OF DOOR. PER LOCAL CODE TOILET ROOM DOOR SIGNAGE TO COMPLY WITH LOCAL CODE WALL SIGN ON LATCH SIDE OF DOOR. PER LOCAL CODE NOTES: 1. SIGNS SHALL BE MIN. 1/4" THICK. COLOR SHALL CONTRAST WITH DOOR. 2. SIGN EDGES SHALL BE ROUNDED, CHAMFERED OR EASED. CORNERS OF SIGNS SHALL HAVE A MINIMUM RADIUS OF 1/8". 3. WHEN A PICTOGRAM IS PROVIDED, A TEXT DESCRIPTOR SHALL ALSO BE PROVIDED. (E) PAINT - 0 (E) 6" COVED BASE ELEVATION A J O m 0 coofoo in O 60" AFF MAX 48" AFF MIN 1,12"TYP.� WOMEN MEN TOILET ROOM DOOR SIGN 11 TOILET ROOM WALL SIGN 3/16" THICK BACK PAINTED ACRYLIC, MATTE FINISH, 1/4" RADIUSED EDGES. "MEN" & "WOMEN" SANS SERIF UPPERCASE TEXT RAISED 1/32" MIN. & 3/4" HIGH, W. TO H. RATIO OF 3:5 TO 1:1 & STROKE W. TO H. RATIO OF 1:5 TO 1:10. GRADE 2 BRAILLE W/ DOTS 1/10" O.C. IN EA. CELL, 2/10" SPACE BETWEEN CELLS, & DOTS SHALL BE RAISED 1/40". MIN. 1 (E) PAINT (E) 6" COVED BASE EXISTING RESTROOM ELEVATIONS (FOR REF.ONLY) Scale : 1/2" =11-0" ELEVATION B RESTROOM PLAN Scale : 1/2" = 1'-0" (E) PAINT (E) FRP 0 M FLUSH CONTROL ON OPEN S DE (E) 6" COVED BASE ELEVATION C (E) FRP - (E) PAINT 12" MAX (V (E) 6" COVED BASE b kr 2/4 ELEVATION D REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 5 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 12 2016 PERMIT CENTER ISSUE DATE A 10.07.2016 PC/LL COM • 0 zo CO 0) SP- MiE m 8U o.. 0 m _,c r J• o 8 8 co Y 1 J J W< 00 00 wIW-w� < W = W 0=OH W Q 0 co (/) O These drawings/specifications are the property of Kamus + Keller. They are furnished as contract documents only. The seal(s) and signature(s) apply only to the documents to which they affixed, and expressly displaim any responsibility for all other plans, specifications, estimates, reports or other documents or Instruments relating to or intended to be used for any part or parts of the architectural or engineering project. Additionally these drawings and seal(s) shall in no way convey or imply any time of warranty or certification relating to the performance of products and materials beyond those provided by their respective manufacturer. PROJECT NO. 16.0430.01 DRAWN/REVIEWED MSIAB DATE/ISSUE 09.07.2016 SHEET TITLE RESTROOM PLAN SHEET NO. A-7.0 MALL COMMON AREA ®DETAIL SCALE : 1" = 1'-0" EXTERIOR ELEVATION SCALE : 1 \4" = 1'-0" (N) PAINT PER FINISH PLAN (N) METAL STUD PER STRUCTURAL PLAN. TYP. (N) 5/8" GYB. BOARD OR PLYWOOD. SEE STRUCTURAL PLANS. TYP. (N) BLACK 12"X12" PORCELAIN TILE, TYP. (N) SLIDING DOOR TRACK. (N) 5" MINIMUM CLEAR POCKET OPENING. COORDINATE W/ MALL ON OPERABLE PANEL. (N) BLACK 12"X12" PORCELAIN TILE, TYP. LL FINISH NO FINISH. OPEN TO THE MALL COMMON AREA; CANTILEVERED SOFFIT BLACK 12"x12" PORCELAIN TILE, TYP. SIGNAGE BY OTHERS NEUTRAL PIER, TYP. 1/2" REVEAL AT NEUTRAL PIER SECURITY GRILLE TRACK RECESSED IN SOFFIT BLACK POWDER COAT FINISH. BLACK TILE TO WRAP UNDERNEATH SECURITY GRILLE STORAGE WITHIN IN -FLOOR TRACK FOR ROLL -ACROSS SECURITY GRILLE, BLACK POWDER COAT FINISH. (N) METAL STUD PER STRUCTURAL PLAN. TYP. (N) 5/8" GYB. BOARD OR PLYWOOD. PER STRUCTURAL PLANS TYP. (N) BLACK 12"X12" PORCELAIN TILE, TYP. COORDINATE W/ MALL ON OPERABLE PANEL. (N) SLIDING DOOR TRACK. (N) 5" MINIMUM CLEAR POCKET OPENING. (N) BLACK 12"X12" PORCELAIN TILE, TYP. (N) PAINT PER FINISH PLAN REFERENCE PLAN VIEW SCALE : 1 \4" = 1'-0" in 0 LINE OF MALL CEILING (E) LIGHT COVE. CANTILEVERED SOFFIT SIGNAGE BY OTHERS BLACK 12"x12" PORCELAIN TILE, TYP. - SECURITY GRILLE TRACK RECESSED IN SOFFIT, BLACK POWDER COAT FINISH. - BLACK TILE TO WRAP UNDERNEATH - BLACK TILE BEYOND EXTERIOR ELEVATION SCALE : 1 \4" = 1'-0" IN -FLOOR TRACK FOR ROLL -ACROSS SECURITY GRILLE, BLACK POWDER COAT FINISH. (N) METAL STUD PER STRUCTURAL PLAN. TYP. (N) 5/8" GYB. BOARD OR PLYWOOD. SEE STRUCTURAL PLANS. TYP. (N) BLACK 12"X12" PORCELAIN TILE, TYP. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 252016 City of Tukwila BUILDING DIVISION RECEIVED-- CITY OF TUKWILA OCT 12 2016 PERMIT CENTER 10.07.2016 / \ PC/LL COM 51 O r— N e) 0 co0 E m ,Q a, -Q6 07 0 1-- J LO Obi a 0i Cc; S) CO vi vi O O CO 03 LL. EE 8 fe Y 1 J J M 00 00 Q W I— W < W = W 0 = J 06 W W Q(n � O O These drawings/specifications are the property of Kamus + Keller. They are furnished as contract documents only. The seal(s) and signature(s) apply only to the documents to which they affixed, and expressly displaim any responsibility for all other plans, specifications, estimates, reports or other documents or instruments relating to or intended to be used for any part or parts of the architectural or engineering project. Additionally these drawings and seal(s) shall in no way convey or imply any time of warranty or certification relating to the performance of products and materials beyond those provided by their respective manufacturer. PROJECT NO. 16.0430.01 DRAWN/REVIEWED MSIAB DATE/ISSUE 09.07.2016 SHEET TITLE STOREFRONT ELEVATION & DETAILS SHEET NO. A-8.0 LL BULK HEAD (N) 3/4" U CHANNEL REVEAL (N) 1/2" FIRE TREATED WOOD PANEL (N) METAL STUD PER STRUCTURAL PLANS (N) BLACK 12"X12" PORCELAIN TILE, TYP. (N) 1/2" FIRE TREATED WOOD PANEL (N) BLACK 12"X12" PORCELAIN TILE, TYP. (N) 5" MINIMUM CLEAR POCKET OPENING. (N) WALL W/ BLACK 12"X12" PORCELAIN TILE, TYP. A" ARD -.--- PCC'(ET WICTH 5' F NigHap FLOUS 574 NLESS ULISTF"ODF pR4PQO"T $// VERTICAL. SECTION TRACK VERTICAL SECTION SCALE : 1" = 1'-0" FOR MORE INFORMATION SEE STRUCTURAL PLANS 1 i - 1 / /> MALL COMMON AREA / / 9 O 9 (N) FINISHED CLG. (N) 5/8" GYP. BD. STOREFRONT VERTICAL SECTION SCALE :1 =1-0 SALES AREA FINISH FLOOR FL EL.= +0'-0" NO FINISH; OPEN TO MALL COMMON AREA ABOVE (N) 3/4" U CHANNEL REVEAL (N) 1/2" FIRE TREATED WOOD PANEL (N) METAL STUD PER STRUCTURAL PLANS (N) BLACK 12"X12" PORCELAIN TILE, TYP. (N) 1/2" FIRE TREATED WOOD PANEL (N) BLACK 12"X12" PORCELAIN TILE, TYP. (N) 5" MINIMUM CLEAR POCKET OPENING. (N) WALL W/ BLACK 12"X12" PORCELAIN TILE, TYP. LINE OF FINISHED LL CLG ABOVE OPEN MALL COMMON AREA LL FINISH BEYOND, CURVING SURFACE / MALL COMMON AREA 9 O r STOREFRONT VERTICAL SECTION b( SCALE : 1" = 1 -0 (N) FINISHED CLG. (N) 5/8" GYP. BD. REVIEWED FOR CODE COMPLIANCE APPROVED S LES NEIN 2 5 201B City of Tukwila BUILDING DIVISION) RECEIVED CITY OF TUKWILA OCT 12 2016 PERMIT CENTER FINISH FLOOR EL.= +0'-0" zk 9 10.07.2016 / \ PC/LL COM �,- • (D M ,11 I` CO CO CO N N Q o j O coB03 O G) Q r0 y M 8 ns to O Y • 0 7 47E CO g 16v 4v 0.5 Lo Nm NN C ru�r uj r J F: u: J J 1.11 • J2oo 00 Q w IW-w� C w = W U) Q 0 o V) 0 These drawings/specifications are the property of Kamus + Keller. They are fumished as contract documents only. The seal(s) and signature(s) apply only to the documents to which they affixed, and expressly displaim any responsibility for all other plans, specifications, estimates, reports or other documents or Instruments relating to or intended to be used for any part or parts of the architectural or engineering project. Additionally these drawings and seal(s) shall In no way convey or Imply any time of warranty or certification relating to the performance of products and materials beyond those provided by their respective manufacturer. PROJECT NO. 16.0430.01 DRAWN/REVIEWED MSIAB DATE/ISSUE 09.07.2016 SHEET TITLE STOREFRONT ELEVATION & DETAILS SHEET NO. A-8.1 FOR MORE INFORMATION SEE STRUCTURAL PLANS AthW 1/1111111 MEOW 0 0 e a / MALL COMMON AREA 9 O r STOREFRONT VERTICAL SECTION b( SCALE : 1" = 1 -0 (N) FINISHED CLG. (N) 5/8" GYP. BD. REVIEWED FOR CODE COMPLIANCE APPROVED S LES NEIN 2 5 201B City of Tukwila BUILDING DIVISION) RECEIVED CITY OF TUKWILA OCT 12 2016 PERMIT CENTER FINISH FLOOR EL.= +0'-0" zk 9 10.07.2016 / \ PC/LL COM �,- • (D M ,11 I` CO CO CO N N Q o j O coB03 O G) Q r0 y M 8 ns to O Y • 0 7 47E CO g 16v 4v 0.5 Lo Nm NN C ru�r uj r J F: u: J J 1.11 • J2oo 00 Q w IW-w� C w = W U) Q 0 o V) 0 These drawings/specifications are the property of Kamus + Keller. They are fumished as contract documents only. The seal(s) and signature(s) apply only to the documents to which they affixed, and expressly displaim any responsibility for all other plans, specifications, estimates, reports or other documents or Instruments relating to or intended to be used for any part or parts of the architectural or engineering project. Additionally these drawings and seal(s) shall In no way convey or Imply any time of warranty or certification relating to the performance of products and materials beyond those provided by their respective manufacturer. PROJECT NO. 16.0430.01 DRAWN/REVIEWED MSIAB DATE/ISSUE 09.07.2016 SHEET TITLE STOREFRONT ELEVATION & DETAILS SHEET NO. A-8.1 www.DynamicClosures.com Canada P.O. Box 1296 Cornwall, ON K6H 5V4 Tel: 1-800-663-4599 Fax: 1-800-205-6665 E-mail: engineering@dynamicclosures.com USA P.O. Box 627 Massena, NY 13662 TRACK I e x 154' (35MM X 1.1 MM) Iia' BALL BEARING TROLLEY I y" (38MM) DROPBOLT FINISHED FLOOR 11 ////=Am , STAINLESS STEEL DUSTPROOF DROPBOLT SOCKET //// y" (3IMM) 00 11 00 vl 0 TO TRACK SUPPORT -�- FINISHED FLOOR .X0 . . VERTICAL SECTION 2" aluminum panel as top transom SL -154 LOAD REQUIREMENTS LBS/SQ. FT STACKED EXTENDED 8 .75 Perforated panels 3/16" Diameter Holes 18 Holes PSI, 50% Visibility Closure built with continuous aluminum hinges: 3 1/2" on center 2" aluminum panel as bottom transom NOTE: Drawing is not to scale Total. Calculated Length = 48'0 1/8" (576 1/8") N N O cn t; ti E m to • C�~ jtl� i;� (n ih 11 900-22" Radius Secure Side 0 a - M 0 E c� 0 ho mO ' m � o p 8 o. a \il 0) CL C•1 N C) •E U m EO E o O O 0 co a N 0 0 0 to M i+) CO Date: 09-22-16 Revised: Customer: OHD Co. of Seattle Project: AT&T Location: Seattle, WA Clear OpeningWidth: 47' 11 5/8" Clear Opening Height: 10' 1 5/8" Finish: Clear Anodized P.O. No.: Approved: Signature Date Quote No.: 586172-1 1 NOTE: GC TO USE THE ABOVE SPEC FOR SLIDING SECURITY GRILLE OR SIMILAR. MANUFACTURER DETAILS SCALE : N.TS. LL ROOF CONSTRUCTION I 1-- 11116 1 1 1 1 1 LL ROOF CONSTRUCTION (N) FINISHED CLG. I 1 1 I 1 1 I 1 1 1 I 1 1 1 I 1 1 1 1 1 I 1 I 1 1 1 1 I I I 1 1 1 1 1 1 1 (N) 5/8" GYP. BD. SALES AREA 9 CV 9 O r FOR MORE INFORMATION SEE STRUCTURAL PLANS NO FINISH; OPEN TO MALL COMMON AREA. (N) 3/4" U CHANNEL REVEAL (E) LL LIGHT FIXTURE TO REMAIN. (N) 1/2" FIRE TREATED WOOD PANEL (N) METAL STUD PER STRUCTURAL PLANS (E) LL LIGHT WELL TO REMAIN. (N) BLACK 12"X12" PORCELAIN TILE, TYP. (N) BLACK 12"X12" PORCELAIN TILE, TYP. (N) 1/2" FIRE TREATED WOOD PANEL (N) 5" MINIMUM CLEAR POCKET OPENING. (N) WALL W/ BLACK 12"X12" PORCELAIN TILE, TYP. MALL COMMON AREA STOREFRONT VERTICAL SECTION SCALE : 1" = 1-0 FINISH FLOOR a. EL.= +O'-0" otio REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 5 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 12 2016 PERMIT CENTER 10.07.2016 A PC/LL COM o o �N ai Cc/ CO CO LO LO Zvi o ib E 8 (0 (0 O Y 8 r N O 00) U) O E m ,Q 11 O.5 3 N � OI rn v rout N e4 csico 80 u: W —i 0< I— G LU W1— <C WO 0 _ 1-- I— 0 W These drawings/specifications are the property of Kamus + Keller. They are furnished as contract documents only. The seal(s) and signature(s) apply only to the documents to which they affixed, and expressly displaim any responsibility for all other plans, specifications, estimates, reports or other documents or Instruments relating to or intended to be used for any part or parts of the architectural or engineering project. Additionally these drawings and seal(s) shall In no way convey or Imply any time of warranty or certification relating to the performance of products and materials beyond those provided by their respective manufacturer. PROJECT NO. 16.0430.01 DRAWN/REVIEWED MSIAB DATE/ISSUE 09.07.2016 SHEET TITLE STOREFRONT ELEVATION & DETAILS SHEET NO. A-8.2 1" CLEAR ADONIZED ALUM. REVEAL BY TENANT. NO EXPOSED FASTENERS TENANT SPACE BASE LINE AND BUILDLINE DEMISING WALL ADJACENT SPACE NEUTRAL PIER MALL 10 TYPICAL NEUTRAL PIER Scale : 1-1/2" = 1 -0 z 5 0 m z 2 TYPICAL SWITCH LOCATION AT 48" AFF FOR DOOR WITH SIDELIGHT CLEAR AT EXTERIOR DOORS CLEAR AT INTERIOR DOORS TYP. LIGHT SWITCH LOCATION AT SOLID WALL AT 48" AFF PULL SIDE 24" MIN. 18" MIN. j, 12" MIN. PUSH SIDE L J FRONT APPROACH PROVIDE THIS ADDITIONAL SPACE IF DOOR IS EQUIPPED WITH BOTH A LATCH AND A CLOSER TYPICAL DOOR CLEARANCES Scale: 1/2" =1-0 THERMOSTAT AS OCCURS LIGHT SWITCH 5 DOOR A� OCCURS TYP. OUTLETS MOUNTING HEIGHTS Scale : 1/2" = 1'-0" REFER TO PARTITION TYPE HOLLOW METAL FRAME 4#10 SHEET METAL SCREWS, TYP. DOOR AS SCHEDULED cV 8 TYP. DOOR HEAD Scale :3 =1-0 HOLLOW METAL FRAM JAMB ANCHOR CLIP (4 MIN. PER JAMB) MTL. STUD - PROVIDE DBL STUDS AT OPENINGS W/ DOORS GREATER THAN OR EQUAL TO 42" AND ALL TENANT ENTRY DOORS 111-1111 REFER TO PARTITION TYP TYP. DOOR JAMB Scale : 3" = 1'-0" USG - SA923 "DRYWALL/STEEL FRAMED SYSTEM" TYPICAL LIMITING HEIGHTS - INTERIOR STUD FRAMING TABLE 8 Stud design. Stud width Stud spacing Allow. defl. Partition, one layer Partition, two layers Furring, one layer 25 gauage (.0179 min.) \\\\\\\\\ lr- tr- fl- 158ST25 1 5/8" 16" 11120 U240 U360 10'91 9'6"d 8'3"d 10'9"d 10'6"d 9'0"d 10'3"d 8'3"d 7'3"d 24" U120 U240 U360 8'9"f 8'3"d 7'3"d 8'9"f 8'9"f 8'0"d 8'9"f 7'3"d 6'3"d 212ST25 2 1/2" 16" U120 13'9"f 13'9"f 13'9"d 1310"d 11'6"d U240 12'6"d 13'6"d 11'0"d 16'3"f 14'6"d* U360 10'9"d 11'9"d 9'9"d 13'0"d 11'6"d 24" U120 11'3"f 13'3"f 11'3"f 11'3"d 10'0"d 358ST20 U240 10'9"d 11'3"f 9'9"d 24'0"d 2119"d* U360 9'6"d 10'3"d 8'6"d 358ST25 3 5/8" 16" U120 16'9"f 16'9"f 16'9"r 16'6"d 15'0"d* U240 16'0"d 16'9"f 1416"d* 20'9"f 19'0"d* U360 14'0"d 14'9"d 1219"d* 16' 6"d 1510"d* 24" U120 13'6"f 13'6"f 13'6"r 14'6"d 13'3"d 11240 13'61 13'61 1219"d* U360 12'3"d 13'0"d 11'0"d 20 gauage (.0329 min.) 212ST20 2 1/2" 16" 0120 17'9"d 18'6"d 1616"d* U240 14'0"d 14'9"d 1310"d* 11360 12'3"d 1310"d 11'6"d 24" U120 15'6"d 16'3"f 14'6"d* U240 12'3"d 13'0"d 11'6"d 11360 10'9"d 11'3"d 10'0"d 358ST20 3 5/8" 16" U120 23'0"d 24'0"d 2119"d* U240 18'3"d 19'0"d 17'3"d* 11360 1610"d 16'6"d 15'0"d* 24" 11120 2010"d 20'9"f 19'0"d* U240 1610"d 16' 6"d 1510"d* U360 14'0"d 14'6"d 13'3"d USG FOOTNOTE: LIMITING HEIGHT FOR 1/2" OR 5/8" THICK GYPSUM PANELS AND 5 PSF UNIFORM LOAD PERPENDICULAR TO PARTITION OR FURRING. USE ONE -LAYER HEIGHTS FOR UNBALANCED ASSEMBLIES; USE TWO -LAYER HEIGHTS FOR MULTI -LAYER ASSEMBLIES. FOR FURRING, STUD ATTACHED TO TOP AND BOTTOM RUNNERS AND FREE-STANDING UP TO 12 -FT. HEIGHT. *STUDS EXCEEDING 12 -FT. HEIGHT REQUIRE MID -HEIGHT ANCHOR TO EXTERIOR WALL. ASSEMBLIES WITHOUT FACE PANELS AND CHASE WALL PARTITIONS REQUIRE VERTICAL CROSS BRACES 4FT. O.C. MAX. LIMITING CRITERIA d -DEFLECTION, f -BENDING STRESS, v -END REACTION SHEAR. CONSULT LOCAL CODE AUTHORITY FOR LIMITING CRITERIA. IMPORTANT: THE "TYPICAL" PHYSICAL AND STRUCTURAL PROPERTIES AND APPLICABLE TABLES PUBLISHED IN THIS FOLDER REPRESENT CHARACTERISTICS AND/OR STEEL STUDS CURRENTLY AVAILABLE FROM A GROUP OF STEEL STUD MANUFACTURES. CONSULT STUD MANUFACTURE'S PHYSICAL AND STRUCTURAL PROPERTIES, STUD THICKNESSES AND LIMITING HEIGHT TABLES TO DETERMINE FINAL STUD SELECTION. NOTE: GENERAL CONTRACTOR TO PROVIDE ALTERNATE OR EQUAL PRODUCT MATERIAL SPECIFICATION IF USG SA923 "DRYWALL/STEEL FRAMED SYSTEM" IS NOT UTILIZED FOR THIS PROJECT. LARR 25163 TYP. LIMITING HEIGHTS NTS EXISTING JOIST AND METAL ROOF DECK n n n 11-1 I -I rI rI I -r r- \/ w > EO Q1- > d 0 NOTES: ALL GYP. BD. SHEETS ARE TO RUN VERTICALLY NO JOINTS EXCEPT @ STUDS ALL PARTITIONS MUST BE FIRE TAPE, FILLED AND SANDED TO RECEIVE A PAINT FINISH BELOW NOTES: 1- OMITTED } 3/8" PIN SHOT WITH 1 5/8" PENETRATION 3-5/8"X2OGA STEEL STUD BRACING AT 48" O.C. ATTACH BRACING TO 20 GA. TOP RUNNER WITH 4 #10 SHEET METAL SCREWS 12 GA. BRACING WIRE. INSULATION TO EXTEND 2'-0" BEYOND EACH SIDE OF WALL AS NOTED BELOW. SUSPENDED CEILING CONTINUOUS METAL "L" TRIM EA. SIDE 1 LAYER 5/8" TYPE "X" GYP. BD. EA. SIDE FROM FLOOR SLAB TO 6" ABOVE SUSPENDED CEILING 3-5/8"x2OGA. METAL STUDS @ 16" O.C. FROM FLOOR SLAB TO 6" ABOVE SUSPENDED CLG. 20 GA. METAL RUNNER SECURED WITH POWER DRIVEN PIN AT 24" O.C. - ICC ESR -1663 CONT. ACOUSTICAL SEALANT BOTH SIDES CONCRETE SLAB PE A: NO INSULATION 2- FRAME AND FINISH OPENINGS FOR MECHANICAL & ELECTRICAL SYSTEMS AS REQUIRED AND SPECIFIED ON MECHANICAL/ELECTRICAL DWGS. 3- ACOUSTICAL PARTITIONS SHALL BE CONSIDERED ANY CONTAINING ACOUSTICAL INSULATION. WALL TYPE A Scale : 1" = 1'-0" R8 BATT INSULATION WHERE REQUIRED METAL STUD ICC -ES ESR-2507/ICC-ES ESR -3064P 3 5/8" x 20GA. METAL FLOOR TRACK SECURED TO FLOOR W/ 1/4" x 2" POWER ACTIVATED DRIVE PIN © 2'-0" O.C. IN ACCORDANCE W/ "HILTI"-ESR-1663 / LARR #25646 BASE WHERE OCCURS, REFER TO FINISH PLAN. WHERE CARPET OCCURS SILL/PLATE CONNECTION Scale : 1" = 1'-0" 5/8" MIN. TO 2" MAX. 60" AFF MAX 3/8" MIN. EXIT 48" AFF MIN 3/8" MIN. CHARACTERS & BACKGROUND OF SIGNS TO BE NON -GLARE FINISH AND TO CONTRAST WITH EACH OTHER. (STANDARD COLOR: WHITE TEXT ON GREY BACKGROUND) COLOR & CONTRAST OF SIGN TO BE DISTINCTLY DIFFERENT THAN COLOR & CONTRAST OF WALL. SANS -SERIF UPPERCASE CHARACTERS, RAISED 1/32" PER ANSI STANDARDS CORRESPONDING GRADE II BRAILLE PER ANSI STANDARDS TACTILE SIGNAGE Scale : N.T.S. 1 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 5 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 12 2016 PERMIT CENTER ISSUE DATE 10.07.2016 / \ PC/LL COM 5� O L0 N m 0 0) 0 10096 REGISTERED ARCHITECT JOHN MUS STATE OF HINGTON W _j fX 0< I- 2 w F— <C W 006 D Q O These drawings/specifications are the property of Kamus + Keller. They are furnished as contract documents only. The seal(s) and slgnature(s) apply only to the documents to which they affixed, and expressly displaim any responsibility for all other plans, specifications, estimates, reports or other documents or instruments relating to or Intended to be used for any part or parts of the architectural or engineering project. Additionally these drawings and seal(s) shall in no way convey or imply any time of warranty or certification relating to the performance of products and materials beyond those provided by their respective manufacturer. PROJECT NO. 16.0430.01 DRAWN/REVIEWED MSIAB DATE/ISSUE 09.07.2016 SHEET TITLE CONSTRUCTION DETAILS SHEET 1 SHEET NO. D-1.0 LINE OF ALL OR END OF SUSPENDED CLG. CONSTRUCTION • BRACING DETAIL USG OR EQUAL #ESR - 1222, LARR #25342 O • GYPSUM BOARD ASSEMBLIES GYPSUM ASSOCIATION OR EQUAL AS PER I.C.C. # ESR - 1338. GYPSUM BOARD CEILING Scale : NTS O#8 GA. HANGER WIRES SPACED 4'-0" O.C. ALONG 1 1/2" METAL CHANNELS. LOCATE WITHIN 8" OF ENDS OF CHANNEL RUNS. ATTACH #8 WIRE TO COMPOSITE METAL DECK WITH HILTI CEILING CLIP (CC27ALH37P8T). 2 1 1/2" x 20 GA. STEEL CHANNEL @ 4'-0" O.C. PROVIDE 1" CLEARANCE BETWEEN ABUTTING WALLS AND PARTITIONS. AT CHANNEL SPLICES, INTERIOR LOCK FLANGES, OVERLAP ENDS 12" AND SECURE EACH END WITH DOUBLE STRAND 12 GA. TIE WIRE. O7/8" X 20 GA. METAL FURRING CHANNEL WITH 1" CLEARANCE BETWEEN FURRING ENDS & ABUTTING WALLS AND PARTITIONS. ATTACH FURRING CHANNELS TO A 1 1/2" CHANNEL WITH FURRING CHANNEL CLIPS INSTALLED ON ALTERNATE SIDES AT SPLICES, NEST FURRING CHANNELS WITH AT LEAST 8" OVERLAP & SECURELY WIRE TIE EACH END WITH DOUBLE STRAND 12 GA. TIE WIRE. OLATERAL SUPPORT WIRES, #12 GA. (MIN) SPLAYED IN FOUR DIRECTIONS 90 DEGREES APART. CONNECT TO 1 1/2" STEEL CHANNEL @ 6" MAX. FROM CROSS FURRING CHANNEL TO STRUCTURE ABOVE AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM PLANE OF CEILING. INSTALL LATERAL SUPPORT WIRES @ 12'-0" INTERVALS EACH DIRECTION WITH THE FIRST POINT @ 4'-0" (MAX) FROM EACH WALL. O5/8" TYPE 'X' GYPSUM BOARD. ATTACH GYPSUM BOARD TO FURRING CHANNELS WITH #8 SHEET METAL SCREWS @ 6" O.C. 6 COMPRESSION STRUTS, STEEL SECTION WITH UR RATION OF 200 MAX. ATTACH TO MAIN RUNNERS WITH 1/4" MACHINE BOLTS AND TO STRUCTURE WITH MIN. 1" EMBEDMENT POWER DRIVEN PINS. COMPRESSION STRUT SHALL NOT REPLACE HANGER WIRE. OVERTICAL STRUT: A STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE. THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED BY THE BRACING WIRE. 8 THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12 FEET ON CENTER IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6 FEET FROM EACH WALL. O ALL SUPPORT WIRES SHALL BE LOOPED AROUND RUNNERS, JOIST, SCREW EYES, ETC., WITH MINIMUM OF THREE TURNS, THEN TWISTED ABOUT THEMSELVES A MINIMUM OF THREE TIMES, TYPICAL UNLESS OTHERWISE NOTED. (7-1; ATTACHMENT TO LL DECK ABOVE IS NOT ALLOWED. ATTACHMENT TO BEAMS, COLUMNS, TRUSSES, TOP CHORD OF JOIST, ETC. ARE ALLOWED. RESILIENT FLOOR VINYL EDGE STRIP-JOHNSONITE COLOR BLACK PEARL. CARPET 6" a Z 2 � STANDARD CARPET TO VCT TRANSITION Scale : NTS PORCELAIN TILES METAL EDGE FLOATED CONCRETE AS NEEDED. CARPET CARPET TO PORCELAIN TILE TRANSITION Scale : NTS 1[(0-ocl.)-(9 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 5 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 12 2016 PERMIT CENTER ISSUE DATE 10.07.2016 / PC/LL COM i CO.'" MU) P.." /11 M U) (3 W fO M U 7;6'7. �N TD o0 o mm - gy These drawings/specifications are the property of Kamus + Keller. They are furnished as contract documents only. The seal(s) and signature(s) apply only to the documents to which they affixed, and expressly displaim any responsibility for all other plans, specifications, estimates, reports or other documents or Instruments relating to or Intended to be used for any part or parts of the architectural or engineering project. Additionally these drawings and seal(s) shall in no way convey or imply any time of warranty or certification relating to the performance of products and materials beyond those provided by their respective manufacturer. PROJECT NO. 16.0430.01 DRAWN/REVIEWED MSIAB DATE/ISSUE 09.07.2016 SHEET TITLE CONSTRUCTION DETAILS SHEET NO. D-2.0 Siledpw Dowd —1.ry (wilt-irt Wing Wail Left ----tip. xvitn Supplied Sex 6olts;9) Standard 2)(4:(M t Suppfisd by RCS} Shelf Support Tube -- Ma Mont Brush Strip Right - Ernve a -overbear 1slatlrNilcartGuide l 07/16/2015 I 1 at&i r` sRzTkiL R iia 3��: i3Jid Di S1 -'Installation Guides AATV Wall - Large: Use; Staple secure Maks~ sure Magnet Gun or Pin Magnet Sintra there are Panel is on NA Saaplimr by fiCS) Nailer Panels no top to a -`--_ to to unit. dimples: receive -",^ ... Graphic ---_,ti --..� Graphic. i`,i • DO NOT CUT GRAPHICS OR MAGNET SiNTRA PANELS ON �+ orao4 am t: apnc STANDARD rAa`3'cd sura ,•,ti_ HEIGHT Maar Sura (MS - --- tuts~ Appw W00 Santa m....;,..1 sot* AATV WALL. 6-l.'' —^` v .,, `` '"'`Y--_ % 1 DES1 1 installation Guide 1 07116/2015 1 3 j • ItEtAti. .,i ,vi-ntsza Magnet Sintra•Layout Graphic Layout ISSUE DATE 10.07.2016 / \ PC/LL COM Graphic rifednet`' Magnet sintra Biafra Graphic Secure Magnet'Pintrs Panels to unit. Make sura there are no dimples. Magnet `Pont "'rs on top to7QO 11VQ;graphic. Cilsfali wall grelshto onto magrietio panels. = 0 0 r✓/ C : ro E DES( I irastcllaticn Guide I 07/16/2015 4 i 5/2 1 atat re RETAIL itPCr1041. DES1/DES2 MWU (Freestanding) Exploded View Valence Frame and Perf Panel Assembly Graphic Panel:. (i)LARGE AATV WALL NTS DeCril'Ytioli Merchandise Wall Unit•D: This is the primary merchandise display fixture within the store allowing dealers to display handsets and other devices at a counter height display shelf with related accessories below The "D" denotes that this version does not include backlighting far reduced cost. Dimensions 59"W x 21"D x 59 1/2"H Quad wail outlet. Half switched for lighting. Half non switched for phone charging. Data: alternating MI/Ws, for future use. Shelf Support Frame Magnetic Access Door Glitti MWU-D Power; Data Location MWU Side Elevation Includes Graphic Panel, 16 Peg Hooks; 2 Crossbars and h Faceouts. Phone display system (PDS) sold separately. HIT graphic panels available. Optional back lighting available, see dealer website. Power & Data Requirements Power: (1) fourplex outlet in the wall behind each MVWU © 1'-6" AFF, 10" from edge of fixture. Used to power under counter lights & chargers. Data: Alternating M1A/U`s;.for future use. Note: if Digital Life is designated on space plan, ensure 2 data ports are at MV�iJ. Bunker Box 6111'40t3aae. DESIIDES2 (Freestanding) Exploded View 9-26-13. J J W _i < <>a2o0o 0 F-- W o) �Wz`'C Z V <C W = W o I— U H 0 U) Corsi r Design r tretag DES1 HAt /White race Program AT&T Proprietary and Confidential information i'JeSt, n Guidelines Qon'mur1C.`dtiori Pa:.k ge',•V1 Not tori.:Yir,.l-rlis.;r ut lir, of Alb excea U1 cornManc i9„lid. if1k'Tent rIr iEc, r621400., -O at&t <"ftEiAIL at&t (ter t""RET>,,IL ic..} ��l tsi n)t5 DES1 /DES2 MWU (Freestanding) Dimensioned View DES1IDES2 MWU (Freestanding) r RECEIVED CITY OF TUKWILA OCT 12 2016 PERMIT C,ENTER REtAi� ..d Dimensioned View DES1IDES2MWU (Freestanding)' isometric View ®ROUND TABLE NTS a1.lYh`M=� a. Fia>canabsPrt,+ra.:�+'' S�teaxy�:.. x.+ssn itis seapratrrs . •r.rti•aine3..9fUie':".w+,re ,s;.s emit :;x. M rexa.x Moe 7 xQds> +i.,ewtt4Nw ?,.*Y+.w, •u•sama 6•4,14•4410n3 .n•kikka•ML.0. Arne i'iSY0ip£e%*CY1:0i.YA•YVUk 4::tkk3r 1 50. a' 1 ........ 1 .. a i =i... 1 • G f, .16 Plan View REVIEV CODE CO APPF OCT 2 `ED FOR ViPLIANCE OVED 5 2016 C Mr ripe • C ik.'•fit( .. Front View Side View FrontView Back View. City of BUILDINC Tukwila DIVISION WIREMOLD FLOOR BOX NTS DESI!DES2 MWU (Freestanding) Dimensioned View 9-26-13 DESitDES2 MWU (Freestanding) Dimensioned View 9-26-13 3 DES1(DES2 MWU (Freestanding)`, MERCHANDISE WALL UNIT Isometric View 9-26-13 4 f t 0 4121 NTS These drawings/specifications are the property of Kamus + Keller. They are furnished as contract documents only. The seal(s) and signature(s) apply only to the documents to which they affixed, and expressly displaim any responsibility for all other plans, specifications, estimates, reports or other documents or instruments relating to or intended to be used for any part or parts of the architectural or engineering project. Additionally these drawings and seal(s) shall in no way convey or imply any time of warranty or certification relating to the performance of products and materials beyond those provided by their respective manufacturer. PROJECT NO. 16.0430.01 DRAWN/REVIEWED MSIAB DATE/ISSUE 09.07.2016 SHEET TITLE SPEC SHEET SHEET NO. F-1.0 at&t: CALLISON at&t CALLISOH `i ;Rhone lnr r.p.a ,; si5 .I�)trrti k. '0 7'r: ":Fti ,2j v:3 he t ,. is•i l3r s i t?�t . Ct , Nfly fixture tis systemmounting and s -our ; tirmlw•.3re. two dl.itniadarid oWii'p red,�:.I,ir irfr,�: iPh; k?` ta' l to t I10 Ipnr s .:srrtr In ( M ISC. FIXTU RES NTS MPOS ADA-MPOS i escriptitsn: Mana-er's Point of This issin9le:unitPOSisa Manager freestanding fixture that is,us..G d for sales transactions., Dimensions. iMPOS: 33" W x 26" L x 36"H Countertop ADA MPDS: 34 3/4" W x 431/2" L x 33'3/4° H Countertop Includes all items depicted here with'exception of technology components. Power & Data; Requirements: Power,: (1) Duplex floor box under fixture: Data: (2) Data; ports in the floor box under fxture. CT -T B LSM Description i ° able w o FSLS: The Community SmalfCammun Community T f Table is the prirnary- interactive merchandise fixture to be used in all Dealerstores. This fixture features top selling products An open sell product bay offers further merchandising opportunities. DirensionS 44"Wx86"Lx 36"H ludes. 4 FA411 Liwrrm PlAre`aVitir +irui 4 ,.,wli li.:.i Ari: hu. t. ,Lt. 1 P..K, _.3141.. t C91.4W All trent. p,,ar 2 2'3.101-4 PC.:red obk,t heed-.EC,i2,4:Al a 1; Ivo Llf;t3PIA4r 2 tC7r ..+.un+vvrtr,:pp`. s EVA, r Reaare f+ -];f en o..e-C�.�-�aar Power & Data Requirements Power: (1) Fourpiex fborbox under fixture. Data: (2) Data ports in the floor box under fixture. Deal E?rD Sign otcyv DL51- IAi W ates a eProgram Design Guidelines Communication Package - VI Description Learning Table: The Learning Tables create personal and convenient interaction points for the customer and rep.The asso,iated OPUS Mobile BOW allows for full transactions to take place. ce. Groups of (2) and (3) tables varies by store and space available. Dimensions Standard Table: 36" DIAx 42" H ADA Table: 36' DIA x 30 H includes Standard Table: Includes (2) adjustable stools. ADA Table: includes (2) chairs. toter & Data Requirements Power: (1) Duplex floor box under fixture, Data: (2) Data ports in the floor box under fixture. AT&T Proprietary and Confidential Information Not forcs.aa.1.b.4•a outsideof A hTr,'Nct .t insompti'a'i r:rm.; hwilt;.Erlac rec Men,. PD TABLET STEM (Track%Mounting System)`: WINB 39 De cript'lorl Phone Display System: This system comprises all of the individual components that are required to showcase handset devices on the shelf ofthe:N I Unit toe Merchandise Jai nt_ CJimensians 8'LxT'Wx6"H Includes Phone Plaque with track mount. Other components vary by version ordered. 1. Non -Alarmed: Includes Magmount and security cord. 2. Alarmed &:Powered: Includes InVue Security Magmountand cord with integrated power. Power & Data Requiremertts None. Power for phones can plug into concealed charging strip integrated into MWU. Micro -USB power connecters to be determined by device, these can be ordered directly from InVue. Dealer Design Strategy DES 1 FBAU/ W h itespace Program _ Design Guidelines Communication1 <.,cka�a V1 T Description Tablet Stem: This s stent comprises all offhe ndividual Y p . components that are required to showcase tablet devices on the shelf of the' Merchandise Wall Unit Dimensions: 4" W x8" H Mcludes. InVue tablet stem complete with tablet mounting p g system and security:: Pcu r: Data: quitements None.:Power for tablets can plug into concealed. charging strip integrated into Mb°W. Micro -USB power connectors to be determined by devise, these can be ordered directly from InVue. 'Qty: 3 min /:6max AT8i1 Pra nets and.ConftdentialInformation, •�. rY notfor use � is Lsurerr su2of �T3lexn-ptf rrtclne e,.vtlrw rt.er,a rr-En Itt e'tz Window4Ti: Batrirmer Hardware: The Window Banner Rails are used to display banners with feaured products with National and Regional promotions to customers from the storefront window, Ditnertsions Rail "dimensions: 48,' L'x 1"Wx 1" H Inelttde Three' aluminum rails with mounting hardware and piyvtood panels for ceiling installation, •:Polder& Data:ie€gitirfnerttt None. Multiple rails;needed for verying rncrchanclidn(j options and layering, 5101...T ' 1'43`:0 )i) •h 5u,t1;201;9 3 2. irrii 110E SRP !J ORSCR ON 110475 ii: 7Y', T0u CC<. CLL..!`. Y'+.liCL, ACG SYF:II., r 2 1 10545 A`•5Y. HrAtr4-?7..,WAIL, Vail ;f; 4' (AN 1 10549 ASSY, L-fla R, 0;7„.1' 1 2 110550 .651•, T:R, AC ORYL` ALt.12: (5-41 RJ 2 5 110551 AS5Y, E4OlW t, 0 I 107W s'Po lir r1isrlA'c` F 6n L, A ACC. ar'h1J.. oo' O 0l WLAY MCA - 0 i 1455" OVERALL 0 0 Suit Or,AKT reotbrr WHITE (1573-00) 1&1 50nAR1 h 3 TH 3L i15 9Li-6 wity :i3Ak'r F`Yosr roVlt 31` (1573-Fa9): W 1.4.011A T troRTI t 144* iwtl'LAY PR 4 A E.-tX1105/ 1107613 K`r AC2:5 110825 MI6 A FaEASC.D rivi rRoatuc tioN m16 RF ECC) C WTI OFJ DA15 5416.. ri 10445. SECTION A -A 4: on u ACCESORIES ACCESORIES FIXTURE WALL NTS bUoO2M'1 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 5 2016 City of Tukwila B :a=kaigfD Ii2!f 3 CITY OF TUKWILA OCT 12 2016 PERMIT CENTER ISSUE DATE 10.07.2016 / \ PC/LL COM 03 03 • Zn- C;) Q -o co cc • 2, N ru o ar <5 u) M 8 8 co O Y 0 co co0) co E m ,9 To co o• j m N N 0'.- C7 co co J 1-U These drawings/specifications are the property of Kamus + Keller. They are furnished as contract documents only. The seal(s) and signature(s) apply only to the documents to which they affixed, and expressly displalm any responsibility for all other plans, specifications, estimates, reports or other documents or Instruments relating to or Intended to be used for any part or parts of the architectural or engineering project. Additionally these drawings and seal(s) shall In no way convey or imply any time of warranty or certification relating to the performance of products and materials beyond those provided by their respective manufacturer. PROJECT NO. 16.0430.01 DRAWN/REVIEWED MSIAB DATE/ISSUE 09.07.2016 SHEET TITLE SPEC SHEET SHEET NO. F-2.0 C�cTERiOR (1573- O) EDGE: `E"vHITE PVC TAPE t .tlTt iQK ULr€LaOP1Ai�T 1-13,Q 1Y Wail (.1.573 -GO) CHINA BLACK (L1 2 1 ) EDCJ ; WHiTY_ PVC TAPE EXTERiOR1 MLSOi,PART FROSTY WHITE (1573 -GO) CHINA BACK (1.1.21) EXTERIOR: 'A1LSONART FROSTY WHI1L (1 573••GO) CHINA l3i.AC;K. (L 1 2 I ) f:1)(1WHITE PVC TAPCf C.4 r o r er.: a) re Ill z rf, t5 ti Q 0 5 2iu 2-L ru sir to T 1. ti 'ET; Oi- re, s 0) w ra HI r >a 02U 6 0 vdw ;1,-,!vF WILSONART FROSTY'wU111TG (1573-00) {t :_ FSLS FIXTURE WITH CSS PRINTER NTS dWorksiAt&ttA-1100 _A-11991.4-1101 LEGACY FSLS (DES)(OPUS READY) W -CSS PRIM SECTION .0-C SCALE- 1 1 G A-1101 LEGACY iSLS.(DESXOPUS READY) Vii -CSS PRINTER (107275 0 u"t 5 n ? q ai FA Erb s Q • r • g 3 i"i� . rn r, wr D t(rO.2J-{ 9 goPUS .READY) W -CSS PRINTER 0072 14. .411 0 1.2 5 .9 s REVIEWED FOR CODE COMPLIANCE APPROVED OCT 25 2016 City of TukwilaBUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 12 2016 PERMIT CENTER ISSUE DATE 10.07.2016' PC/LL COM is These drawings/specifications are the property of Kamus + Keller. They are furnished as contract documents only. The seal(s) and signature(s) apply only to the documents to which they affixed, and expressly displaim any responsibility for all other plans, specifications, estimates, reports or other documents or instruments relating to or intended to be used for any part or parts of the architectural or engineering project. Additionally these drawings and seal(s) shall in no way convey or imply any time of warranty or certification relating to the performance of products and materials beyond those provided by their respective manufacturer. PROJECT NO. 16.0430.01 DRAWN/REVIEWED MSIAB DATE/ISSUE 09.07.2016 SHEET TITLE SPEC SHEET SHEET NO. F-3.0 ABBREVIATIONS: CODES/INSTITUTIONS/ASSOCIATIONS AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AWS AMERICAN WELDING SOCIETY IBC INTERNATIONAL BUILDING CODE SSMA STEEL STUD MANUFACTURERS ASSOCIATION SYMBOLS t 0 POUND, NUMBER, QUANTITY AT LESS THAN GREATER THAN PLUS OR MINUS DEGREE DIAMETER ABBREVIATIONS APPROX APPROXIMATE, APPROXIMATELY ARCH ARCHITECT, ARCHITECTURAL BN BOT BIO BTWN CL CLR COL CONC CONN CONT DBL DIAG DIM DIR DWG (E) EA EMBED EN EQ EQUIP EXP BOUNDARY NAILS/SCREWS BOTTOM BOTTOM OF BETWEEN CENTERLINE CLEAR, CLEARANCE COLUMN CONCRETE CONNECT, CONNECTION CONTINUOUS DOUBLE DIAGONAL DIMENSION DIRECTION DRAWING EXISTING EACH EMBED, EMBEDDED, EMBEDMENT END NAILING/SCREWS EQUAL EQUIPMENT EXPANSION FN FIELD NAILING/SCREWS GA GALV GAUGE GALVANIZE LL LLH LLV LOCS LONG MANUF MAX MECH MID MIN (N) N/A NTS OC OWSJ PERP PL PLF PSI REQD SCHED SEOR SIM SMS SQ STAGG T&B THK THRU TIO TRANS TYP UNO VERT HORIZ HORIZONTAL VIF ID INSIDE DIAMETER INFO INFORMATION IOR INSPECTOR OF RECORD K KB -TZ KSF KSI KIPS (1000#) HILTI KWIK BOLT TZ (ANCHOR) KIPS PER SQUARE FOOT KIPS PER SQUARE INCH LBS POUNDS W/ W/0 WT LIVE LOAD LONG LEG HORIZONTAL LONG LEG VERTICAL LOCATIONS LONGITUDINAL MANUFACTURER MAXIMUM MECHANICAL MIDDLE MINIMUM NEW NOT APPLICABLE NOT TO SCALE ON CENTER OPEN WEB STEEL JOIST PERPENDICULAR PLATE, PROPERTY LINE POUNDS PER LINEAR FOOT POUNDS PER SQUARE INCH REQUIRE, REQUIRED SCHEDULE STRUCTURAL ENGINEER OF RECORD SIMILAR SHEET METAL SCREW SQUARE STAGGER TOP & BOTTOM THICK, THICKNESS THROUGH TOP OF TRANSVERSE TYPICAL UNLESS NOTED OTHERWISE VERTICAL VERIFY IN FIELD WITH WITHOUT WEIGHT STRUCTURAL STEEL SHAPES HSS HOLLOW STRUCTURAL SECTIONS Lx ANGLE GENERAL STRUCTURAL NOTES: DESIGN CRITERIA: CODE OF RECORD: 2015 DITION, INTERNATIONAL BUILDING CODE DESIGN LOADS: ANALYSIS PROCEDURE SEISMIC DESIGN FOR NONSTRUCTURAL COMPONENTS (ASCE 7-10, CHAPTER 13) RISK CATEGORY II SEISMIC SITE CLASS D SEISMIC DESIGN CATEGORY C SPECTRAL RESPONSE ACCELERATIONS SS = 1.454g, SDS = 0.970g SEISMIC IMPORTANCE FACTOR, Ip 1.0 STOREFRONT WALLS, SOFFITS, GRILLE: COMPONENT AMPLIFICATION FACTOR ap = 1.0 COMPONENT RESPONSE MODIFICATION FACTOR Rp = 2.5 1. GENERAL NOTES AND TYPICAL DETAILS SHALL APPLY TO ALL PARTS OF THE JOB, EXCEPT WHERE THEY MAY DIFFER WITH DETAILS AND NOTES ON OTHER SHEETS, IN WHICH CASE THE DETAILS AND NOTES ON OTHER SHEETS SHALL GOVERN. DETAIL MARKS WITH "SIM" NOTED INDICATES THAT DETAIL CONTAINS MODIFIED INFORMATION APPLICABLE TO THE CONDITION REFERENCED. 2. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS. WHERE DIMENSIONS DIFFER BETWEEN PLANS, NOTIFY SEOR AND AWAIT DIRECTION PRIOR TO PROCEEDING WITH WORK. 3. OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE SEOR PRIOR TO PROCEEDING WITH ANY WORK INVOLVED. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS. ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT AND THE SEOR AND SHALL BE RESOLVED PRIOR TO PROCEEDING WITH THE WORK. 5. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST CURRENT KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY. WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS, THEY SHALL BE REPORTED TO THE SEOR SO THAT THE PROPER REVISION MAY BE MADE. MODIFICATIONS OF CONSTRUCTION DETAILS SHALL NOT BE MADE WITHOUT WRITTEN APPROVAL OF THE SEOR. 6. THE CONTRACT DRAWINGS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHOD OR SEQUENCE OF CONSTRUCTION, UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES, INCLUDING BUT NOT LIMITED TO BRACING, SHORING AND LAYDOWN OF CONSTRUCTION MATERIALS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY CONSTRUCTION LOADING, INCLUDING LOADING FROM EQUIPMENT SUCH AS SKIP LOADERS, SCISSOR LIFTS, ETC., ON ALL PORTIONS OF THE STRUCTURE, WHETHER ELEVATED OR ON -GRADE. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE PATH -OF -TRAVEL FOR MOVING PERMANENT EQUIPMENT TO ITS FINAL LOCATION; INCLUDING THE EFFECTS OF TEMPORARY LOADING AS THE EQUIPMENT IS INSTALLED. THE CONTRACTOR MAY USE THE "DESIGN LOADS" INFORMATION PROVIDED ABOVE WHEN CONSIDERING TEMPORARY CONSTRUCTION LOADING CONDITIONS. 8. ASTM DESIGNATIONS AND ALL STANDARDS REFER TO THE LATEST AMENDMENTS. 9. WHEN THE ALLOWANCE FOR SUBSTITUTION OF A SPECIFIED MATERIAL OR PRODUCT DESIGNATION IS IMPLIED ON THE DESIGN DRAWINGS BY THE USE OF THE WORDS "OR APPROVED EQUAL", APPROVAL SHALL BE OBTAINED FROM THE SEOR AND THE GOVERNING AGENCY PRIOR TO FABRICATION OR INSTALLATION OF THE SUBSTITUTED MATERIAL OR PRODUCT. 10. DIMENSIONS SHALL GOVERN OVER SCALES SHOWN ON DRAWINGS. 11. UNLESS SPECIFICALLY SHOWN ON THESE PLANS, NO STRUCTURAL MEMBER (BEAM, COLUMN, SHEARWALL, ETC.) SHALL BE CUT, DRILLED OR NOTCHED WITHOUT PRIOR AUTHORIZATION FROM THE SEOR AND THE GOVERNING AGENCY. STEEL STUDS: 1. ALL STRUCTURAL STEEL FRAMING MEMBERS, INCLUDING BUT NOT LIMITED TO, STUDS, TRACKS, BRIDGING, HEADERS AND BRACING OF THE TYPE AND SIZE SHOWN ON THE PLANS AND SPECIFICATIONS SHALL CONFORM TO STEEL STUD MANUFACTURER'S ASSOCIATION (SSMA, ESR -3064P). A. MEMBER DESIGNATION SHALL BE AS FOLLOWS: MEMBER DEPTH IN 100TH'S OF AN INCH FLANGE WIDTH IN 100TH'S OF AN INCH MATERIAL THICKNESS IN MILS MEMBER DESIGNATION (S=STUD OR JOIST, T=TRACK) EXAMPLE: 600S162-54 = 6" STUD WITH 1 5/8" FLANGE, THICKNESS OF 54 MILS (16 GAUGE). B. MATERIAL THICKNESS SHALL BE IN ACCORDANCE WITH THE FOLLOWING: MATERIAL THICKNESS DESIGNATION MINIMUM THICKNESS GAUGE 33 .0346 20 43 .0451 18 54 .0566 16 68 .0713 14 97 .1017 12 C. STUD AND JOIST SECTIONS SHALL HAVE THE FOLLOWING FLANGE TIP STIFFENERS (STIFFENING LIP LENGTH): STIFFENER TABLE SECTION FLANGE LENGTH ; LIP LENGTH S125 1 1/4" 3/16" S137 1 3/8" 3/8" S162 1 5/8" 1/2" S200 2" 5/8" S250 2 1/2" 518" 2. ALL 12,14 AND 16 GAUGE COMPONENTS SHALL BE MADE FROM COLD -FORMED SHEET OR STRIP STEEL CONFORMING TO ASTM A1008 AND A1011 GRADE 50 SPECIFICATIONS OR HOT ROLLED STEEL CONFORMING TO ASTM A1011 GRADE 50 WITH A MINIMUM YIELD POINT OF 50,000 POUNDS PER SQUARE INCH, AND ALL 18 GAUGE AND LIGHTER COMPONENTS SHALL BE MADE FROM COLD -FORMED SHEET OR STRIP STEEL CONFORMING TO ASTM A1008 GRADE C WITH A MINIMUM YIELD OF 33,000 PSI. 3. STRUCTURAL STEEL FRAMING COMPONENTS SHALL BE CUT SQUARELY OR AS REQUIRED TO FIT NEATLY AGAINST ABUTTING MEMBERS. MEMBERS SHALL BE HELD FIRMLY IN PLACE UNTIL PROPERLY FASTENED. 4. SPLICES IN STUDS OR JOISTS SHALL NOT BE PERMITTED. 5. TRACKS SHALL BE OF SAME GAGE AS STUDS, UNLESS NOTED OTHERWISE. 6. ALL STEEL STUDS SHALL HAVE A MINIMUM 1 5/8" FLANGE, UNLESS NOTED OTHERWISE. 8. PROVIDE APPROVED COVERINGS ON EACH SIDE OF STUDS AND JOISTS, OR PROVIDE ADEQUATE BRACING OR BLOCKING AT @ 4'-0"OC PER MANUFACTURER'S INSTRUCTIONS. 9. PROVIDE THE FOLLOWING MINIMUM CONNECTIONS, UNLESS NOTED OTHERWISE ON PLAN OR DETAIL: A. ALL STUD TO STUD CONNECTIONS SHALL HAVE A MINIMUM OF FOUR (4) #10 SHEET METAL SCREWS, UNLESS NOTED OTHERWISE. B. ALL STUD TO FLOOR TRACK CONNECTIONS SHALL HAVE A MINIMUM OF TWO (2) #10 SHEET METAL SCREWS TO EACH STUD, UNLESS NOTED OTHERWISE. C. ALL DOUBLE STUDS SHALL BE BACK-TO-BACK AND HAVE TWO (2) ROWS OF #10 SHEET METAL SCREWS @ 12"OC, UNLESS NOTED OTHERWISE. ROWS SHALL BE LOCATED 1 1/4" FROM EACH FLANGE. PLYWOOD: 1. STRUCTURAL PLYWOOD SHALL BE DOUGLAS FIR CONFORMING TO UNITED STATES PRODUCT STANDARD PS -1-95 EXTERIOR GRADE, MARKED STRUCTURAL I AND SHALL BE STAMPED BY AN APPROVED FABRICATOR. 2. FEATURES OF THE CONSTRUCTION OF HORIZONTAL WOOD DIAPHRAGMS, SHEAR WALLS AND ANY SPECIAL CONNECTIONS WITHIN OR BETWEEN SUCH ELEMENTS SHALL BE INSPECTED AFTER INSTALLATION IN ACCORDANCE WITH THE FOLLOWING INSPECTION STANDARD. INSPECTION MAY BE PERFORMED ON A PERIODIC BASIS PROVIDED ALL FEATURES HAVE BEEN INSPECTED PRIOR TO THE INSTALLATION OF ANY COVERING MATERIALS. THIS INSPECTION SHALL BE DONE BY A SPECIAL INSPECTOR WHEN SHEATHING BOUNDARY NAILING IS CLOSER THAN FOUR INCHES (4") ON CENTER. A. SHEATHING SHALL BE OF THE TYPE, THICKNESS AND GRADE CALLED FOR ON THE PLANS. ALTERNATE SHEATHING MATERIAL SHALL NOT BE USED WITHOUT THE WRITTEN AUTHORIZATION OF THE SEOR. B. FASTENERS USED TO CONNECT SHEATHING TO UNDERLYING FRAMING SHALL BE OF THE SIZE SPECIFIED ON THE PLANS, INSTALLED AT THE CENTER -TO -CENTER SPACING NOTED THEREIN. FASTENERS SHALL BE INSTALLED AT THE MINIMUM DISTANCE FROM THE EDGE OR END OF THE DIAPHRAGM OR SHEAR WALL SHEATHING. THE FASTENER HEAD SHALL BE DRIVEN FLUSH BUT SHALL NOT FRACTURE THE SURFACE OF THE SHEATHING. FASTENERS SHALL BE STAGGERED ALONG THE UNDERLYING FRAMING MEMBERS TO THE EXTENT PERMITTED BY EDGE AND END DISTANCE REQUIREMENTS. FASTENERS SHALL PENETRATE THROUGH THE SHEATHING AND INTO SOLID FRAMING OR BLOCKING BEHIND. INCORRECTLY FASTENED SHEATHING SHALL BE IDENTIFIED AND REPAIRED AS DIRECTED BY THE SEOR. C. BLOCKING CALLED FOR AT THE UNSUPPORTED EDGES OF PANEL SHEATHING AND ELSEWHERE, SHALL BE OF THE THICKNESS AND TYPE OF MATERIAL SPECIFIED AND/OR NOTED. BLOCKING BETWEEN FRAMING MEMBERS SHALL BE SNUGLY FIT. D. SPECIAL FASTENINGS SHOWN ON THE PLANS, SUCH AS HORIZONTAL DIAPHRAGM AND SHEAR WALL SHEATHING NAILING TO CHORDS, DRAG STRUTS, POST TIE -DOWNS AND BLOCKING ABOVE SHEAR WALLS, SHALL BE INSTALLED. SILLS SHALL BE SECURED AS SHOWN ON THE PLANS. SPECIAL CLIPS, STRAPS, TIE -DOWNS AND OTHER CONNECTIONS WITHIN OR BETWEEN DIAPHRAGMS AND SHEAR WALLS SHALL BE INSTALLED AS SHOWN ON THE PLANS. SPECIAL INSPECTION SERVICES SHALL BE SCHEDULED SO AS TO ALLOW ANY CORRECTIVE WORK TO BE ACCOMPLISHED WITHOUT INTERFERENCE WITH LATER SCHEDULED WORK. 3. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS SPECIFICALLY SHOWN, NOTED OR APPROVED BY THE SEOR. POST -INSTALLED ANCHORS: 1. INSTALLATION SHALL CONFORM TO THE MANUFACTURER'S INSTRUCTIONS AND THE APPLICABLE EVALUATION REPORT. 2. HOLES FOR INSTALLATION OF POST -INSTALLED ANCHORS SHALL BE DRILLED USING A DRILL THAT HAS A CARBIDE -TIPPED BIT THAT COMPLIES WITH ANSI B212.15. A REBAR CUTTING DRILL BIT IS NOT ALLOWED. EXISTING REINFORCING SHALL NOT BE CUT OR DAMAGED. IF REINFORCING IS ENCOUNTERED, ADJUST HOLE LOCATION BY 1.5 TIMES HOLE DIAMETER MINIMUM, 2" MAXIMUM, (BUT NOT CLOSER TO THE EDGE OF CONCRETE), AS REQUIRED TO AVOID REINFORCING. DRILLED HOLES THAT ARE ABANDONED SHALL BE FILLED WITH ADHESIVE OR NON -SHRINK GROUT. 3. CONTRACTOR SHALL USE APPROPRIATE EQUIPMENT AND METHODS AS REQUIRED TO PROVIDE DRILLED HOLES FOR POST -INSTALLED CONCRETE ANCHORS IN ACCORDANCE WITH APPLICABLE STANDARDS, MANUFACTURER'S RECOMMENDATIONS, AND QUALIFYING (ICC) TEST REPORTS. CARE SHALL BE TAKEN TO PREVENT OVERSIZING, OVALING, AND/OR BLOW-OUT THROUGH THE BACK FACE OF THE DRILLED MEMBER. IF OVERSIZING, OVALING, AND/OR BLOW-OUT OCCURS, THE EMPLOYED EQUIPMENT AND METHODS SHALL BE DISCONTINUED. ADDITIONAL DRILLING SHALL NOT BE RESUMED UNTIL THE SEOR HAS PROVIDED APPROVED REPAIR PROCEDURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF ALL SUCH REPAIRS. WHEN RESUMING DRILLING, THE CONTRACTOR SHALL MODIFY THE PROCEDURES AS NECESSARY TO PREVENT FURTHER DAMAGE. 4. HOLES SHALL BE CLEANED OF DUST AND DEBRIS, USING A WIRE BRUSH AND COMPRESSED AIR OR MANUFACTURER'S BLOW-OUT BULB (AS PER MANUFACTURER'S RECOMMENDATIONS) AS REQUIRED TO REMOVE PARTICULATE DEBRIS AND TO ACHIEVE A RELATIVELY DUST -FREE SURFACE. 5. OIL, SCALE, AND RUST SHALL BE REMOVED FROM THE EXPANSION ANCHOR, THREADED ROD OR REINFORCING BAR PRIOR TO INSTALLATION. 6. THE EFFECTIVE EMBEDMENT DEPTH FOR POST INSTALLED ANCHORS SHALL BE AS NOTED ON THE DETAILS. FOR EXPANSION ANCHORS AND SCREW ANCHORS, REFER TO THE APPLICABLE EVALUATION REPORT FOR THE CORRESPONDING MINIMUM HOLE DEPTH AND NOMINAL EMBEDMENT. 7. APPROVED EXPANSION ANCHORS AND EVALUATION REPORTS ARE AS FOLLOWS: HILTI KWIK BOLT -TZ ANCHORS ESR -1917 POWERS POWER -STUD+ SD2 ESR -2502 SIMPSON STRONG -TIE STRONG -BOLT 2 WEDGE ANCHOR ESR -3037 8. CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR ALL EXPANSION ANCHORS. THE SPECIAL INSPECTOR SHALL OBSERVE AND RECORD DATA AS SPECIFIED IN THE "SPECIAL INSPECTION" SECTION OF THE APPLICABLE EVALUATION REPORT. 9. EXPANSION ANCHORS SHALL BE INSTALLED WITH THE MINIMUM TORQUE, USING A CALIBRATED TORQUE WRENCH. WEDGE OR SLEEVE TYPE ANCHORS MUST ATTAIN THE SPECIFIED TORQUE WITHIN ONE HALF TURN OF THE NUT, EXCEPT 3/8" DIAMETER WEDGE OR SLEEVE TYPE ANCHORS MUST ATTAIN SPECIFIED TORQUE WITHIN ONE QUARTER TURN OF THE NUT. 10. INSTALLATION TORQUES SHALL BE AS NOTED BELOW: HILTI KWIK BOLT TZ INSTALLATION TORQUE LOADS NOMINAL ANCHOR DIAMETER REQUIRED TORQUE (FT -LB) 3/8" 25 1/2" 40 5/8" 60 3/4" 110 POWDER DRIVEN FASTENERS (SHOT PINS): 1. POWERS+ SD2 OR SD4 INSTALLATION TORQUE LOADS NOMINAL ANCHOR DIAMETER REQUIRED TORQUE (FT -LB) 3/8" 20 1/2" 40 5/8" 60 3/4" 110 SHOT PINS SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. SIMPSON STRONG BOLT 2 INSTALLATION TORQUE LOADS NOMINAL ANCHOR DIAMETER REQUIRED TORQUE (FT -LB) 3/8" 30 1/2" 60 5/8" 90 3/4" 150 2. SHOT PINS SHALL BE HILTI X -U UNIVERSAL FASTENERS (OR APPROVED EQUAL) CONFORMING TO ICC ESR-2269MUNLES&NOTED° OTHERWISE. SPACING OF SHOT PINS IN CONCRETE SHALL BE A MINIMUM OF 4 INCHES ON CENTER CONCRETE EDGE DISTANCE OF 3". SPACING OF SHOT PINS INTO STRUCTURAL STEEL SHALL HAVE MINIMUM BASE STEEL EDGE DISTANCE OF 1/2". ND pety 1% .MINIMgit .''tinElPJN A APPROVED 3. SHOT PINS SHALL BE DRIVEN TO WHERE THE POINT N 1/2" THICK, POINT PENETRATION SHALL PENETRATES BE A MINIMUM OF 1/2". SHOT PINS SHALL NOT BE DRIVEN TH OUGH RtI CtORAL'AN ST L INTO LIGHT GAUGE STEEL MATERIAL. 4. SHOT PINS IN CONCRETE SHALL HAVE A MINIMUM EMBEDMENT OF 1", UNLESS NOTED ON SECTION 0 DETAMBUVAa-ILUREA ER THAN THAT SPECIFIED ON PLAN. BU(LD)NG DIVISION CORRECTION LTR#�� RECEIVED CITY OF TUKWILA OCT 12 2016 PERMIT CENTER 1(0 02111 (EXPIRES 09-10-2017 3900 Cover Street Long Beach, CA 90808 562.985.3200 P 562.985.1011 F STRUCTURAL E N G I N E E RS MHP JN 16-0492-00 10/06/2016 1 PLAN CHECK F. 805.583.5872 0 N ::m E co aa) •U . E Nm C � N 1nr,(15 m C N N r -J F u These drawings/specifications are the property of Kamus + Keller. They are furnished as contract documents only. The seal(s) and signature(s) apply only to the documents to which they affixed, and expressly displaim any responsibility for all other plans, specifications, estimates, reports or other documents or Instruments relating to or Intended to be used for any part or parts of the architectural or engineering project. Additionally these drawings and seal(s) shall In no way convey or Imply any time of warranty or certification relating to the performance of products and materials beyond those provided by their respective manufacturer. PROJECT NO. 16.0430.01 DRAWN/REVIEWED SMA / KBR DATE/ISSUE 10.6.2016 SHEET TITLE STRUCTURAL NOTES AND ABBREVIATIONS SHEET NO. S - 1 . 0 CEILING FRAMING PLAN NOTES 1. SEE GENERAL NOTES SHEET(S) FOR APPLICABLE NOTES, ABBREVIATIONS. SEE PLAN SHEET FOR LIST OF APPLICABLE TYPICAL DETAILS NOT CALLED OUT ON PLANS. 2. EXISTING CONSTRUCTION IS SHOWN FADED AND IS LABELED AS EXISTING OR(E). NEW CONSTRUCTION IS SHOWN DARK AND IS SPECIFICALLY REFERENCED BY DETAILS AND NOTES. 3. EXISTING CONDITIONS ARE SHOWN TO THE BEST OF OUR KNOWLEDGE. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ACTUAL CONDITIONS. DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND THOSE SHOWN ON THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING. 4. SEE ARCHITECTURAL DRAWINGS FOR PRECISE SIZE AND LOCATIONS OF PENETRATIONS. 5. SEE ARCHITECTURAL DRAWINGS FOR NON-BEARING WALL LOCATIONS, SOFFITS, FURRING AND DIMENSIONS NOT SHOWN ON PLAN. CEILING FRAMING PLAN SYMBOLS SYMBOL DESCRIPTION SHEET STEEL BOTTOM TRACK ANCHORAGE INDICATES 1/2" PLYWOOD SHEAR WALL PANEL AND LENGTH AT UPPER SOFFIT. PROVIDE #10 SMS @ 3"OC AT ALL EDGES (EN) AND @ 12"OC AT ALL OTHER SUPPORTS (FN). A 10' 2 • INIDCATES FRAMING SPAN, SIZE PER PLAN • TYP ALL SIDES 400S137-43 @ 24"OC MAX, TYP TOP & BOT - PARTIAL CEILING FRAMING PLAN SCALE: 1/4" =1'-0" TYP ALL SIDES LIST OF APPLICABLE TYPICAL DETAILS DESCRIPTION DETAIL SHEET STEEL BOTTOM TRACK ANCHORAGE 1 S-3.0 STEEL STUD TO TRACK CONNECTION 2 S-3.0 STEEL STUDS AT CORNER 3 S-3.0 STEEL STUDS AT INTERSECTION 4 S-3.0 STEEL TRACK BACKING & BLOCKING 5 S-3.0 CONTINUOUS TRACK SPLICE 6 S-3.0 TYP ALL SIDES - DYNAMIC SECURITY GRILLE ri U U 1- Z 0 U 1- 0 m N o -' 0 0 w 0 4005137-43 @ a 24"OC MAX, TYP w TOP & BOT co • J FLOOR PLAN NOTES 1. SEE GENERAL NOTES SHEET(S) FOR APPLICABLE NOTES, ABBREVIATIONS. SEE PLAN SHEET FOR LIST OF APPLICABLE TYPICAL DETAILS NOT CALLED OUT ON PLANS. 2. EXISTING CONSTRUCTION IS SHOWN FADED AND IS LABELED AS EXISTING OR (E). NEW CONSTRUCTION IS SHOWN DARK AND IS SPECIFICALLY REFERENCED BY DETAILS AND NOTES. 3. EXISTING CONDITIONS ARE SHOWN TO THE BEST OF OUR KNOWLEDGE. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ACTUAL CONDITIONS. DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND THOSE SHOWN ON THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING. 4. SEE ARCHITECTURAL PLANS FOR CURBS, SLAB DEPRESSIONS AND SLOPES NOT SHOWN ON PLAN. 5. SEE ARCHITECTURAL DRAWINGS FOR NON-BEARING WALL LOCATIONS AND DIMENSIONS NOT SHOWN ON PLAN. FLOOR PLAN SYMBOLS SYMBOL DESCRIPTION INDICATES 1/2" PLYWOOD SHEAR WALL PANEL AND LENGTH AT FLOOR LEVEL UP TO SOFFIT ABOVE. PROVIDE #10 SMS @ 3"OC AT ALL EDGES AND @ 12"OC AT ALL OTHER SUPPORTS. 1 5/8"0 EXPANSION ANCHOR (31/$" EMBED), TYP (E) 51/2" CONC SLAB ON GRADE, TYP THROUGHOUT TYP ALL SIDES TYP ALL SIDES PARTIAL FLOOR PLAN TYP ALL SIDES 400S162-54 @ 16"OC MAX, TYP DYNAMIC SECURITY GRILLE ABOVE REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 5 2016 City of Tukwila 400S162-54 @ BUILDING DIVISION 16"OC MAX, TYP RECEIVED CITY OF TUKWILA OCT 12 2016 AlitERM1T CENTER bvp-oou-t, SCALE: 114" =1'-0" f EXPIRES 09-10-2017 S-2.0 3900 Cover Street Long Beach, CA 90808 562.985.3200 P 562.985.1011 F STRUCTU RAL E N G I NEE RS MHP JN 16-0492-00 10/06/2016 1 PLAN CHECK . W +0 co ECa2 O L0 N O c) •, o F. 805.583.5872 E 8 >in A E u)y mQ mY gU o5 m C Il) N V.• J F- li J W . < Eci O < rn UJ W Z � ZWS W W o=L_§ QOcDI- O These drawings/specifications are the property of Kamus + Keller. They are furnished as contract documents only. The seal(s) and signature(s) apply only to the documents to which they affixed, and expressly displaim any responsibility for all other plans, specifications, estimates, reports or other documents or instruments relating to or Intended to be used for any part or parts of the architectural or engineering project. Additionally these drawings and seal(s) shall In no way convey or imply any time of warranty or certification relating to the performance of products and materials beyond those provided by their respective manufacturer. PROJECT NO. 16.0430.01 DRAWN/REVIEWED SMA / KBR DATE/ISSUE 10.6.2016 SHEET TITLE PARTIAL PLANS SHEET NO. S-2.0 (B/5-3.0) (B/5-3.0) (A/S-3.0 ) (8/S-3.0 ) (1 /S-3.0) PLOTTED BY: J :\2016116049213_Drawings\Dwgs-00116-0492-00_S-3.0 (SECTIONS AND DETAILS).dwg STEEL STUD WALL PER PLAN AT GRILLE POCKET (2)-16GAx3" STEEL STRAPS PER (8/5-3.0) SIM ATTACH TO TOP TRACK W/ (5)410 SMS & TO JAMB STUD W/ (5)410 SMS JUST ABOVE BOTTOM OF SOFFIT fi SIM S-3.0 STEEL JOIST PER PLAN, TYP — STEEL STUD BEYOND BACKING PER (5/S-3.0 ) PLYWOOD & HAT CHANNELS PER FINISH PER ARCH, TYP PLYWOOD PER PLAN SECTION AT GRILLE POCKET SCALE: 3/4" =1'-0" 5'-6" STEEL JOIST PER PLAN ALIGNED W/ TRACK, TYP (E) PARTITION WALL AS OCCURS GRILLE TRACK (13/8" x1 5/8") W/ #10 SMS @ 4"OC ALONG JOIST GRILLE TRACK PER PLAN, ATTACH IN OTHER DIR PER MAX 16GAx3" STEEL STRAPS ATTACH TO EA JOIST (OR STUD AT SIM) W/ (2)410 SMS, TYP • 1 1 TYP JOIST PER PLAN (OR STUD AT SIM) CONT TOP TRACK PER TYP DIAPHRAGM BRACING (WALL BRACING AT SIM) s SCALE: 3/4" =1'-0" JOIST PER PLAN STRAP PER CONT TOP TRACK PER (A/S-3.0) (5)410 SMS AT END OF STRAP TO CONT TOP TRACK, TYP — EQ E STRAP TO TRACK CONNECTION SCALE: 1 1/2" =1'-0" TYP STEEL STUD PER PLAN OR FRAMING ELEV, TYP PLYWOOD PER PLAN CONT STEEL TRACK PER PLAN TYP STUD TO TRACK CONN, TYP PLYWOOD WHERE OCCURS PER PLAN, TYP #10 SMS @ 3"OC PLYWOOD TO STUD, TYP WHERE PLY OCCURS #10 SMS @ 6"OC, STUD TO STUD, TYP CONT STEEL TRACK PER PLAN TYPICAL STEEL STUDS AT INTERSECTION SCALE: NONE TYPICAL STEEL TRACK BACKING 400T200-54 (4" x16GA MIN) BACKING (RUN PAST 3 STUDS MIN AND AT LEAST 1 STUD EA SIDE OF CONNECTION POINT), COPE FLANGES AT STUDS (2)410 SMS AT EA STUD PLYWOOD CONNECTION POINT (SMS) PER ELEV STEEL STUD PER PLAN OR FRAMING ELEV (16GA MIN), TYP 5 SCALE: NONE NOTE: SEE PLAN FOR SPLICE LOCATION RESTRICTIONS. CONT TRACK PER SECTIONS AND DETAILS, TYP - CL TRACK SPLICE & STRAPS S-3.0 1" WIDE x24" LONG x16GA PL EA SIDE STRAP W/ #10 SMS @ 4"OC MAX (4 SCREWS MIN PER SIDE) CONTINUOUS TRACK SPLICE SCALE: 1 1/2" =1'-0" 4" WIDE x24" LONG x16GA PL STRAP W/ (2)410 SMS @ 4"OC MAX (4 SCREWS MIN PER SIDE) 0 cc w LL U rr Q re w a 5'-0" MIN, 5'-6" MAX z -o O cn 0 —+- - 7 -+— O 0I Z = i I FOR B (E) PARTITION _ CLARITY, TYP S-3.0 - WALL AS OCCURS ` x TRACK BACKING Y 2, OPENING PER (6/S-3.0 ) ------- AT ALL PLYWOOD EDGES, TYP 4005162-54 _.„,,. (E) CONC SLAB ON GRADE 5/8"0 EXP ANCHOR PER PLAN (3 1/8" EMBED), TYP —� i 'i ;illlIIll111111� 1 -111_1117 - STEEL STUD FRAMING ELEVATION SCALE: 3/8" =1'-0" STEEL STUDS PER PLAN CONT TRACK, SPLICE / PER 7/S-3.0)AS REQD STEEL STUD JOISTS / BEYOND PER PLAN, TYP TOP & BOT 400S162-43 @ 16"OC, - / TYP EA SIDE r a I, 1'-8' I, MIN TYP CONT TRACK, SPLICE PER (7/S-3.0 )AS / REQD NOTE: STUD TO TRACK CONNECTION SCREWS (THOUGH REQUIRED, UNLESS NOTED OTHERWISE) MAY NOT BE SHOWN ON OTHER DETAILS FOR CLARITY. UNPUNCHED STEEL TRACK (TOP OR BOTTOM, HEADER OR SILL) PER PLAN (GA EQUAL OR GREATER THAN STUD GA) #10 SMS EA SIDE, EA STUD STUD ENDS TO BEAR ON TRACK WEB TYPICAL STEEL STUD TO TRACK CONNECTION SCALE: NONE c0 w } w EXP ANCHOR PER ELEV SHOTPIN PER TYP STEEL STUD PER PLAN, TYP TYP STEEL TRACK PER PLAN - TYPICAL STEEL STUDS AT CORNER TYP STEEL TRACK PER PLAN #10 SMS EA SIDE, TYP #10 SMS @ 24"OC, STUD TO STUD, TYP 3 SCALE: NONE S-3.0 PLYWOOD SHEATHING NOT SHOWN FOR CLARITY, TYP STEEL STUDS PER PLAN, TYP C) 0 w a STEEL STUD FRAMING ELEVATION NOTES: 1. SIZE AND SPACING OF STEEL STUD BEARING AND SHEAR WALLS ARE PER PLAN. UNLESS NOTED OTHERWISE, STEEL TRACK THICKNESS SHALL BE EQUAL TO OR GREATER THAN STEEL STUD THICKNESS. 2. ALL STEEL STUDS SHALL BE "C" TYPE STUDS WITH FLANGE STIFFENERS AT OPEN SIDE. IN NO CASE SHALL STUDS AT SIDES OF OPENINGS (JAMBS) BE CUT. 4. SEE SHEET S-1.0 FOR STEEL STUD NOTES, INCLUDING SSMA STEEL STUD IDENTIFICATION TABLE. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 5. SEE PLAN SHEET FOR LIST OF APPLICABLE TYPICAL DETAILS THAT APPLY TO STEEL STUD FRAMING ON THIS ELEVATION. PER ARCH 4'-6" MIN, 5'-6" MAX Dur-oar g (E) PORTION OF LIGHT WELL STRUCTURE TO BE REMOVED (E) PORTION OF LIGHT WELL STRUCTURE TO REMAIN - CEILING PER ARCH /\ STEEL JOIST PER / PLAN, TYP SECTION SCALE: 3/4" =1'-0" GRILLE TRACK (1 3/8" x1 5/8") W/ #12 SMS AT EA JOIST 1/2" PLYWOOD SHEATHING W/ #10 SMS @ 3"OC AT ALL EDGES AND @ 12"OC AT ALL OTHE SUPPORTS P BOT & EA SIDE t STEEL STUD PER PLAN OR FRAMING ELEV STEEL TRACK PER PLAN OR FRAMING ELEV (16GA MIN, UNO) . min 4 'ORP/ STEEL STUD TO TRAC PE 16GAx3" STEEL STRAP BRACING PER(8/S-3.0 ), TYP (E) BULKHEAD WHERE OCCURS FINISH PER ARCH, TYP STEEL STUD FRAMING PER ELEV (2) -ROWS #12 SMS, TRACK TO EA STUD, TYP EA END OF JOISTS, TOP & BOT — 087F125-33 HAT CHANNELS @ 16"OC MAX W/ (2)410 SMS INTO EA JOIST, TYP REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 5 2016 City of Tukwila BUILDING DIVISIOI"�! . • : .4 2" MAX TYPICAL BOTTOM TRACK ANCHORAGE AT INTERIOR STEEL STUDS SCALE: NONE 0.145°0 SHOTPINS @ 8"OC, UNO RECEIVED CITY OF TUKWILA OCT 12 2016 PERMIT CENTER EXPIRES 09-10-2017 3900 Cover Street Long Beach, CA 90808 562.985.3200 P 562.985.1011 F STRUCTURAL ENGINEERS MHPJN 16-0492-00 10/06/2016 1 PLAN CHECK F. 805.583.5872 These drawings/specifications are the property of Kamus + Keller. They are furnished as contract documents only. The seals) and signatures) apply only to the documents to which they affixed, and expressly displaim any responsibility for all other plans, specifications, estimates, reports or other documents or Instruments relating to or Intended to be used for any part or parts of the architectural or engineering project. Additionally these drawings and seal(s) shall In no way convey or imply any time of warranty or certification relating to the performance of products and materials beyond those provided by their respective manufacturer. PROJECT NO. 16.0430.01 DRAWN/REVIEWED SMA / KBR DATE/ISSUE 10.6.2016 SHEET TITLE SECTIONS AND DETAILS SHEET NO. S-3.0