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HomeMy WebLinkAboutPermit D15-0022 - ULTA BEAUTY - INTERIOR REMODEL, RTUS AND STRUCTURAL CURB WORKULTA BEAUTY 17320 SOUTHCENTER PKWY D15-0022 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.Rov DEVELOPMENT PERMIT Parcel No: 2623049110 Permit Number: D15-0022 Address: 17320 SOUTHCENTER PKWY Issue Date: 3/9/2015 Permit Expires On: 9/5/2015 Project Name: ULTA BEAUTY Owner: Name: KIR TUKWILA 050 LLC Address: 3333 NEW HYDE PARK RD #100 PO C/O KIMCO REALTY CORP, NEW HYDE PK, IL, 11042 Contact Person: Name: TIM KUHN Address: 5100 RIVER RD - SUITE 125 , SCHILLER PARK, IL, 60176 Contractor: Name: THREE RIVERS CONST & DEV INC Address: 155 DESIGN PLACE STE 101, SPARKS, NV, 89441 License No: THREERC891RZ Lender: Name: Address: DESCRIPTION OF WORK: Phone: (847) 916-2745 Phone: (775) 825-5248 Expiration Date: 1/3/2016 AN INTERIOR REMODEL OF AN EXISTING ULTA BEAUTY STORE CONTAINING COSMETIC RETAIL AND SALON WITH SOME WORK TO THE GLAZING WITH NO NET CHANGE OF GLAZED AREA AND SOME STOREFRONT PAINTING. REPLACEMENT OF THE 4 EXISTING RTU'S WITH 4 NEW RTU'S AND ASSOCIATED STRUCTURAL CURB WORK. Project Valuation: $725,000.00 Fees Collected: $11,022.72 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IIB Occupancy per IBC: M Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: HIGHLINE,TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-466: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No Permit Center Authorized Signature: Date: 03 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. Signa Print Date: 34 S 1 1 This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: Signs are not approved as part of this permit. A separate sign permit is required. This includes the temporary signage proposed for the windows - see TMC 19.24.080 - limits on percentage of windows that may be covered. 23: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 4: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 2: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 3: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 5: Maintain fire extinguisher coverage throughout. 6: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 7: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 8: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 9: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.9.1) 10: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 11: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT' shall have letters having a width not less than 2 inches (51 mm) wide except the letter "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) 12: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1017.1) 13: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1011.6.3) 14: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.3.1) 18: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 16: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 15: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 19: 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) 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) 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) 24: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 17: 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: 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. 34: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 35: 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. 36: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one-third and lower one-third of the water heater's vertical dimension. A minimum distance of 4-inches shall be maintained above the controls with the strapping. 37: 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). 38: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 39: 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. 40: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL" 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH & GYPSUM 0406 SUSPENDED CEILING CITY OF TUKW_ I Community Development Department ' Public Works Department • Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://v,,wmi.Tukmri]aWA.gov SITE LOCATION Building Per rui'No. 2) /? OOa Project No. Date Application Accepted: Date Application Expires: Use 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" King Co Assessor's Tax No.: Site Address: 17320 S. Center Parkway, Tukwila, WA 98188 Suite Number: Floor: 1st Tenant Name: Ulta Beauty New Tenant: ❑ .....Yes m..No PROPERTY OWNER Name: KIMCO REALTY Address: 3535 Factoria Blvd SE, Suite 250 City: Bellvue State: WA Zip: 98006 CONTACT PERSON — person receiving all project communication Name: Tim Kuhn - RGLA Solutions, Inc. Address: 5100 River Rd, Suite 125 City: Schiller Park State: IL Zip: 60176 Phone: (847) 916-2745 Fax: (847) 671-4200 Email: tkuhn@rgla.com GENERAL CONTRACTOR INFORMATION Company Name: TBD Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: O 00 10 IN ARCHITECT OF RECORD Company Name: RGLA Solutions, Inc. Architect Name: Joseph A. Geoghegan, Jr. Address: 5100 River Road Suite 125 City: Schiller Park State: IL Zip: 60176 Phone: (847) 671-7452 Fax: (847) 671-4200 Email: jeoghegan@rgla.com ENGINEER OF RECORD Company Name: Henderson Engineers, Inc Engineer Name: Duane Henderson & Craig Lanham Address: 8345 Lenexa Drive Suite 300 City: Lexena State: KA Zip: 66214 Phone: (913) 742-5000 Fax: (913) 742-5001 Email: john.passantmo@hei-eng.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: ( �� Address: 113 5 !,/ r I r City: On'1>°�J1. State: T Zip: �Oyy61 H:\Applications\Forms-Applications On Line\2011 ApplicationsTermit Application Revised - 8-9-1I.docx Revised: August 2011 bb Page 1 of 4 BUILDING PERMIT INFORMATIOP i )6-431-3670 Valuation of Project (contractor's bid price): $ 725,000 Describe the scope of work (please provide detailed information): Existing Building Valuation: An interior remodel of an existing ULTA Beauty store containing cosmetic retail and salon with some work to the glazing with no net change of glazed area and some storefront painting. Replacement of the 4 existing BTU's with 4 new RTU's and associated structural curb work. Redesign of the existing plumbing system to work with the new store layout. No upgrade to either gas, water, or sanitary service entering existing store. An existing 400A 480/277V building service with redesign of existing outlets and lighting to work with new store layout. Will there be new rack storage? ❑..... Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I' Floor 11,924 11,924 0 0 II-B M 2 "d Floor 3` 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 fl): 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? El ....... Yes JZI....... No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ® ....... Sprinklers m ....... Automatic Fire Alann ❑ .......None ❑ .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ....... Yes .......No If `yes', attach list of materials and storage locations on a separate 8-112" x I " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ ....... On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\2011 ApplicationsTermit Application Revised - 8-9-1 I.docx Revised: August 2011 Page 2 of 4 bh PUBLIC WORKS PERMIT INFOF `LTION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ... Water District #125 ❑ .. Highline ❑ . Renton ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ... Valley View ❑ . Renton El.. Seattle ❑ ...Sewer Use Certificate ❑ ... Sewer Availability Provided Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which aD ❑ ...Civil Plans (Maximum Paper Size — 22" x 34" ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑... Traffic Impact Analysis ❑ ...Bond El.. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ... Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ .. Right-of-way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection _ Irrigation Domestic Water El.. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank El.. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation El.. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. WO # ❑ ...Water Only Meter Size............ WO # ❑ ... Deduct Water Meter Size " ❑ ...Sewer Main Extension.............Public ❑ Private ❑ ❑... Water MainExtension .............Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip H:Wpplications\Forms-Applications On Line\2011 ApplicationsTermit Application Revised - 8-9-I l.docx Revised: August 2011 Page 3 of 4 bh PERMIT APPLICATION NOTES — J 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 Pen -nit 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. AGENT: Print Name: Tim Kuhn Mailing Address: 5100 River Rd, Suite 125 Date: 01 /29/2015 Day Telephone: (847) 916-2702 Schiller Park IL 60176 City State Zip H:\Applieations\Forms-Applications On Line\2011 ApplicationsTermit Application Revised - 8-9-1I.docx Revised: August 2011 Page 4 of 4 bh DESCRIPTIONS PermitTRAK QUANTITY PAID $6,809.87 D15-0022 Address: 17320 SOUTHCENTER PKWY Apn: 2623049110 $6,809.87 DEVELOPMENT $6,485.80 PERMIT FEE R000.322.100.00.00 0.00 $6,481.30 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $4.50 TECHNOLOGY FEE $324.07 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: • R000.322.900.04.00 0.00 $324.07 • • .87 Date Paid: Monday, March 09, 2015 Paid By: THREE RIVERS CONSTRUCTION Pay Method: CREDIT CARD 05235G Printed: Monday, March 09, 2015 2:21 PM 1 of 1 CR?W SYSTEMS DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK PAID $4,637.16 D15-0022 Address: 17320 SOUTHCENTER PKWY Apn: 2623049110 $4,212.85 DEVELOPMENT $4,212.85 PLAN CHECK FEE R000.345.830.00.00 0.00 $4,212.85 EL15-0093 Address: 17320 SOUTHCENTER PKWY Apn: 2623049110 $183.00 ELECTRICAL $183.00 PLAN CHECK FEE R000.345.832.00.00 0.00 $183.00 M15-0010 Address: 17320 SOUTHCENTER PKWY Apn: 2623049110 $178.43 MECHANICAL $178.43 PLAN CHECK FEE R000.322.102.00.00 0.00 $178.43 PG15-0007 Address: 17320 SOUTHCENTER PKWY Apn: 2623049110 $62.88 PLUMBING $62.88 PLAN CHECK FEE R000.322.103.00.00 TOTAL FEES PAID BY RECEIPT: R4385 0.00 $62.88 $4,637.16 Date Paid: Friday, January 30, 2015 Paid By: ANDREW PAROLINE Pay Method: CREDIT CARD 210340 Printed: Friday, January 30, 2015 9:59 AM 1 of 1 �vsrenns F1 INSPECTION RECORD Retain a copy with permit INSP TION NO. 'D , � � 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: Type of Inspection: m Address: Date Cal! : 4-4-AH Special Instructions: Date Wanted: a.m. _ 1 p.m. Requester: NJ Phone No: Inspector: Da"O� ` 2-7 `/S I El REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. LA INSPECTION RECORD P R00 etain a copy with permit/�= I ON N0, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: (,l ��c Type of Inspection: Sus "I t C- ( f( Ad-73s0 fatAffC ` f fP-J p` Date Called. Special Instructions: /t'44 Date Wante '7'_ 3._ « a.m. P.M. Re qu st�r, / � l/a Phone �5-- _ 7 r T NApproved per applicable codes. E Corrections required prior to approval. F ` OMMENTS: L)L) ` Inspector: Date _ l3 _r,.5— ❑ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call. to schedule reinspection. 9 ' INSPECTION RECORD Retain a copy with permit Go 2 ION 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 Projec� Ty e of Inspection: (A ( n' Addr�s: 1 1l 1 4 w x Date Called: Special Instructions: y✓ /`� � <� V - Date Want d: a.m. ' 7 -- p.m. Requester: Phone No: 7 —6 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD (8Retain a copy with permit p(� 0 �Z L I 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 Prgjt: !( � Type ,f I,nscpection: /J_ /JCeIr Address: ��``�� ry�y(( X✓ Cl/' ,Uj Date Called. Vr Special Instructions: Date wanted: _ a.m. p.m. Phone No: _ f q 5 Lf Iinspector: 4--V- — IDatt — 4�— / �— I El REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD nil Retain a copy with permit �(S <3022i NZVeTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: �� Type of Inspection: Address: r t4Special Date Called: instruction : �M Date Wanted: {� a.m. -- f (J p.m. Re utster: .(c & 3 Phone No: -5- — ` , C Inspector:r-7�� Date. C7 — f 6 — /S— ❑ 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 %s- 00 I NVLCVON 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 Pr t: lAddfiss.^^ Type s t`on- c(!`(Y'c`- C�i c w� l l � ��!� LC dr- �� Date Call Special Instructions: ,4 Date W me l 1 a.m. Requester: Phone No: Iinspector: 11-�r i IuaA _ I / <. tf REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD : rc permit with i Retan a copy wp: INSPENOWN0. - I PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd,, #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Proje t Type of Inspection: t Address: 0 qe Called: rz� t/ C9 a Spe at Instructions: Al.ot ate wriV- a.m. P.M. R e-quester- P one No, REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Cats to schedule reinspection. y [INSPECTION RECORD ZZ (5- :( I Retain a copy with permit IWSP ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd,, #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Ptpjec Type � -!�Insp nction: - Address: ress: I 0,C) PEP" Date Called. pecial Instructions: Special I A-hA Date W tid_ii a.m. r 0 - T P-ml- Requester, Pane No: 11 Approved per applicable codes. 11 Corrections required prior to approval. UaLl Inspector: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Kil �.� INSPECTION RECORD Retain a copy with permit l lam" INSPECTION NO. PERMIT NO. j CITY OF TUKWILA BUILDING DIVISION U 6300 Southcenter Blvd., *100, Tukwila, WA 98188 (206)431-3670 Project: Type of Inspection: Address: I. �OcJ Date Called: Special Instructions: Date Wanted. a.m. .m. Requester: lam' I Phone No: � - pproved per applicable codes. Corrections required prior to approval. COMMENTS: CG lnspecto' c i��Date: I� I'�-/3 A ❑ $60.00 REINSPECTION FEIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. pt No.: JDate: INSPECTION RECORD 41G Retain a copy with permit NjtVON N6 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.. L4.1fq Typ f Ins ec 0 lie (-'f( ddress^ 7 ) a' 0 f I rltwl Date called: Special Instructions: ,W4 Date Wanted: a.m. Z_2 p.m. Re 'Wtq-� I, k I-0, '/ 60 Pho No, e;5— - L(3 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. JINSPECTION RECORD Retain a copy with permit IRSWTION 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: — L� I 1k-9P—LL-+ -/ Type of Ins action: Ajd�rss f ISpecia Date Called: Instructions. to Wanted, a.m. -5--p.m. Requester: PFone NO: - (8 - /'S� F-� REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. MR INSPECTION RECORD . ..... Retain a copy with permit I 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 P . ........ Type o Inspection, �1 "d —Cg� �W' A dress: -7 -3 L a�& "Tr �r-------- Date Cal d: Date Cal ecla Instructions: Date Wanted- a.m. 7-4 — li— p.m. Req Xr A=�-- Phon o: 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 permitFv(�00 Z'2'� INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd,, #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 ProjecC it -E :T Type of Insvection: L'jq I -r,- W+- G.%10k !m ........... . . . . tj- Address: Dal, L-7 7)0 v pecl Instructions. Date1w-anted. a.m. 4 Requester: Mik AIM pharts .Np: OApproved per applicable codes. 0 Corrections required prior to approval. Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, tee must ate paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection, 2 r-` INSPECTION RECORD Retain a copy with permit' D(5-- 0027,2., INSPItVON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project.-'--- Type of Inspection: Address: 1-7 7,0 A Cf V Date a&lid V Special Instructions: Date Wante&- a.m. Y—�-1 p.m. r Requester:' /4 Phone K REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100, Cat[ to schedule reinspection, �]INSPECTION RECORD Retain a copy with permit 9 00 2Z IFlS (ON 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 to, rype o I spectlop- C 4 Address: 1 li-37,0 Sox+k"-f- rr4CW,( - Date Call": ..... Special Instructions: I A-A4 Date Warne . a.m.' q - k 3-- L5- p.m. Requester: FRone No- Q REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I �] 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 Typq of Inspection! F" 64,1 f Address: 171V Date Called: or Special Instructions'. A'A Date WaE7 T a.m. p.rn. Requester, 6004-viff 3 A (idev-s- Phone No: I Inspector: K_C� 1""Z,/— 1 —0— 1 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at: 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. -------- --- INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd,, #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project- -.6 - Ty e of Inspection:, LA wLA 4 Address: lil zz tk, V Date Called: Special Instructions: Date Wante P.M. Reau t I @ 3 Phone No: ) 0 - -'T - 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 ®p �2- I INSPECTION NO. PERMIT NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection RequestLine(206) 438-9350 project, Type —of Inspectio0' & LQ?r( V"Q ddress: 7,0 C 15lieciii Date Called: ( instructions: Date Wanted- a.M q'8 p.m. �Requester: Kone No: MApproved per applicable codes. [3 Corrections required prior to approval. [J REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100, Catt to schedule reinspection. /117� Ke INSPECTION RECORD 2-Z Retain a copy with permit IN ON NO. PERM NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd,, #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project , U I iq B Type of l"sperZt1o"' 5L4f� Address: I 1'72 �-O !LvL4�- Ck Ua-tecall-W 77� Special Instructions: ^ Date Want a.m. p.m Requester: Pgone No: S�776"�t6 -00 30 0 Approved per applicable codes. 1:1 Corrections required prior to approval. Inspector: Date, q 07 --i-0 - -0— REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Catt to schedule reinspection. 1601 7 INSPECTION RECORD 1 Retain a copy with permit 0 fs-- 00 INSPECTION No, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd,, #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 Project: Type of Inspection: Address: �0 CIIV- A-K Date Called. $pecial Instructions: Date Wanted: a.m. P.M. Requester: Phone No: 61 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, tz IN PECTION RECORD Retain a co , py with permit IftTFECTION NO. PERMIT NO, CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd,, #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Type of Inspectio's, (4,kA Address: 173-,70 Bate Called: Special Instructions: Date Wanjte� a.m. 3 _ 3 -(-r P.-M. Requester, rae No: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Cali to schedule reinspection. w 4P Aw— INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd,, #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Projec Type of inspection:,4( ( address: �99Date fr 50eclat Instructions, I (Rases 1 Bate Wanted: a.M (J- p.m, Re ester: Phone 140: (0 - > .50 3Q ElApproved per applicable codes. Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Cali to schedule reinspection. INSPECTION RECORD /6-! 05 Retain a copy with permit T>,;;- — C)C) Z Z. INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: / Type of Inspection: Address: Suite #: (`? Sc � v cA Contact P rson: Special Instructions: Phone No.: ❑ Approved per applicable codes. YCorrections required prior to approval. COMMENTS: x� c— Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector,?�'I Date: -7 / 2Z /f Hrs.: / p ❑ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Bining Aaaress Attn: Company Name: Address: City: State: Zip: t Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD W-5- - o� . Retain a copy with permit INSPECTION NUMBER 9 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: tTA Type of Inspection: F_1L_ Address: ) -73 a o c PK w y 1 Contact Person: Suite #: Special Instructions: Phone No.: _Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: /I I Date: '711 q / 3— Hrs.: L fir/,,J ❑ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. isming Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD 0, 1�2,- Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: U " Type of Inspection: Address: 3 0 0 /(-, (/ (1 Contact Person: Suite #: Special Instructions: Phone No.: F�14 -.Approved per applicable codes. FI Corrections required prior to approval. COMMENTS: / 0 0 010 00 l L)f0 �--- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: /;�, ti. S a Date: � Hrs.: v $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. willing Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORDa�- "� Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 1 -Type of Inspection: Sif Address: �:�3 .� C. ���y Contact Person: Suite #: / Special Instructions: Phone No.: Approved per applicable codes. �-Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: -� �= Z Date: d, � 15— Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. tsming Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD T:��- - CCU Z 2 Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: (,e� � 4-K Type of Inspection: 6 ve'v 01 Address: Suite #: I %37 U �� ���11 Contact Person: Special Instructions: ) Phone No.: ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:'-v-- -- Date: S— Hrs.: l . p ❑ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. tsming Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD /� - S - 03�3 Retain a copy with permit -DO Z'Z INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: / Type of Inspection: Address: �V Suite #: %%-3 20 Contact Person: Special Instructions: Instructions: Phone No.: ®Approved per applicable codes. Corrections required prior to approval. /` COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: ❑ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD �� Z Retain a copy with permit 1 S- S O INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: / Type of Inspectio?: Up �r l �v Address: Suite #: 7 � - w Contact Person•. Special Instructions: I Phone No.: Approved per applicable codes. 1-1 Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:' Date: ��`/� Hrs.: �. $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. tsming Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD 2 ? ,-! Retain a copy with permit / < - s - 0 >a INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Type of Inspection: Address: �l / �l Contact Person: Suite #: Special Instructions: Phone No.: 1-1 Approved per applicable codes. Corrections required prior to approval. COMMENTS: J G r Z17tKQ1 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspecto : _ � ,�� Date: Hrs.: ❑ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. willing Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORDCX)Z Z Z— Retain a copy with permit / - 5 —0 3c INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: (� � � ` Type of Inspection: Address: Suite #: ' 5C Contact Person: Special Instructions: Phone No.: f�pproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: C, r R Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: e5F,,f C -_�> I Date: yJl // S I Hrs.: /. p $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. tsming Auaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD � S -- Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Type of Inspection: Address: Suite #: —s 7,0 Contact Person: Special Instructions: ' Phone No.: Approved per applicable codes. S�,, Corrections required prior to approval. COMMENTS: /r NC > 1-1 52 ~� Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:!��r Jj�'-� Date: �'�/Hrs.: f•y v � ❑ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. tsming Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 TESTING AND Cx SERVICES ULTA - REMODEL PARKWAY SUPERCENTER STORE #191 17320 S. CENTER PARKWAY TUKWILA, WA 98188 FINAL TAB REPORT ARCHITECT: RGLA SOLUTIONS, INC. 5100 RIVER ROAD, STE 125 - SCHILLER PARK, IL 60176 MECHANICAL ENGINEER: HENDERSON ENGINEERS, INC. 8345 LENEXA DRIVE, SUITE 300 - LENEXA, KS 66214 MECHANICAL CONTRACTOR: ALTERNATIVE MECHANICAL SOLUTIONS 22129 NE 114TH STREET - REDMOND, WA 98008 0 AABC RECEIVED CITY OF TUKWILA JUL 2 i 2015 PERMIT CENTER GENERAL CONTRACTOR: THREE RIVERS CONSTRUCTION & DEVELOPMENT 155 DESIGN PLACE #101 - SPARKS, NV 89441 PROJECT NO: 15-162 DATE: 7/23/2015 TECHNICIAN: JESSE FIFIELD TAC SERVICES, LLC 4811 DESMOND STREET BELLINGHAM, WA 98229 PH: (360) 224-8555 FAX: (360) 464-9973 ADMIN@TESTANDCX.COM Page 1 of 21 and AABC National Pe rformance uaran t Pursuant to the agreement between TAC Services, LLC AABC Certified Testing & Balancing Agency Alternative Mechanical Solutions, Inc. Client All systems shall be tested and balanced in accordance with the project plans and specifications and to the optimum performance capabilities of the equipment. Testing and balancing shall be done in accordance with the standards published by the Associated Air Balance Council. If the Agency listed above fails to comply with the specifications for any reason other than termination of business by the AABC agency or equipment malfunction or inadequacy which prevents proper balancing of the systems, AABC will. investigate and, if warranted, will provide supervisory personnel to assist the member Agency to perform work in accordance with AABC Standards. This supervision will be provided at no additional cost to the building owner. This Guaranty is valid for one year from the date of submission of a test and balance report, provided the Agency is a current member of AABC, and may only be invoked in writing by the building owner, architect, or engineer of record. The Guaranty is limited to the terms and conditions as stated herein. Project Name ULTA STORE #191 REMODEL Address 17320 S. CENTER PARKWAY TUKWILA, WA 98188 Name of Engineer Engineering Firm _ Email Address _ JOHN PASSANTINO HENDERSON ENGINEERS, INC. Address 8345 LENEXA DRIVE, SUITE 300 LENEXA, KS 66214 Date 7/23/2015 TBE # 08-02-04 By Robert R. Coallier AABC Certified TBE Adak AABC Associated Air Balance Council 1518 K Street, N.W. Washington, D.C. 20005 202-737-0202 • Fax 202-638-4833 info@aabc.com • wwwaabc.com 07/23/2015 Page 2 of 21 0 TESTINII ANn Cw. ~~A3V SERVICES TABLE OF CONTENTS DESCRIPTION PAGE COVERPAGE--------------------------------------------------------------------------------------------------------------- 1 AABC NATIONAL PERFORMANCE GUARANTY --------------------------------------------------------------------------- 2 TABLE OF CONTENTS -------------------- 3 TEST INSTRUMENT CALIBRATION DATES-------------------------------------------------------------------------------- 4 PROJECTSUMMARY------------------------------------------------------------------------------------------- 5 LEGEND SHEET ------------------------------------------------------------------------------------------------------------ 6-8 RTU-1 -------------------------------------------------------------------------------------------------------------------- 9-10 RTU-2 -------------------------------------------------------------------------------------------------------------------- 11-12 RTU-3 -------------------------------------------------------------------------------------------------------------------- 13-14 RTU-4 -------------------------------------------------------------------------------------------------------------------- 15-16 EF-1 17-18 SCHEMATIC DIAGRAMS -------------------------------------------------------------------------------------------------- 19-21 07/23/2015 Page 3 of 21 TESTING ANn Cw. SERVICES TEST INSTRUMIENT CALIBRATION DATES INSTRUMENT MANUFACTURER MODEL NO. SERIAL NO. CALIBRATION DATE DIGITAL FLOW CAPTURE HOOD ALNOR EBT-721 90647007 4 7 2015 DIGITAL VELOMETER ALNOR RVA-801 A03110 8 7 2014 DIGITAL THERMOMETER AIR ALNOR RVA-801 A03110 8 7 2014 DIGITAL THERMOMETER AIR ALNOR EBT-721 90647007 4 7 2015 DIGITAL VEL GRID ALNOR EBT-721 90647007 4 7 2015 DIGITAL MANOMETER AIR ALNOR EBT-721 90647007 4 7 2015 HYDRONIC MANOMETER ALNOR HM-670 70633302 4 9 2015 SUBMERSIBLE THERMOMETER ALNOR HM-670 70633302 4 9 2015 AMMETER FLUKE 323 29600018WS 3 27 2015 AC VOLT METER FLUKE 323 29600018WS 3 27 2015 DC VOLT METER FLUKE 323 29600018WS 3 27 2015 OHM METER FLUKE 323 29600018WS 3 27 2015 PHOTO TACHOMETER EXTECH 461895 461895 7 25 2014 CONTACT TACHOMETER EXTECH 461895 461895 7 25 2014 DIGITAL LOGGING THERMOMETER UEI DT304 140104278 3 27 2015 DUCT AIR LEAKAGE TEST MACHINE ORIFLO 1" ORIFICE 020662 7 21 2014 DUCT AIR LEAKAGE TEST MACHINE ORIFLO 2" ORIFICE 020663 7 21 2014 DUCT AIR LEAKAGE TEST MACHINE ORIFLO 3" ORIFICE 020664 7 21 2014 DUCT AIR LEAKAGE TEST MACHINE ORIFLO 4" ORIFICE 020665 7 21 2014 SOUND LEVEL CALIBRATOR REED SC-05 131211221 3 27 2015 PIPE CLAMP THERMOMETER UEI ATTPC2 801 802 3 27 2015 07/23/2015 Page 4of21 Y TF_ MG A. .C. SERVICES PROJECT SUMMARY AAY` 1.0 THE AIR SYSTEMS WERE TESTED AND THE RESULTS ARE AS TABULATED ON THE ATTACHED DATA SHEETS 07/23/2015 Page 5of21 0 TESTING AND Cx. A01ANv SERVICES LEGEND SHEET AHU AIR HANDLING UNIT AC OR ACU AIR CONDITIONER UNIT ACCU AIR COOLED CONDENSING UNIT AD] P.D. ADJUSTED PITCH DIAMETER AMP AMPERE AVG AVERAGE B.H.P. BRAKE HORSEPOWER C.D. CEILING DIFFUSER CFM CUBIC FEET PER MINUTE C.E. CEILING EXHAUST CH CHILLER CHWR CHILLED WATER RETURN CHW OR CHWS CHILLED WATER SUPPLY C.R. CEILING RETURN CT COOLING TOWER CWR CONDENSER WATER RETURN CW OR CWS CONDENSER WATER SUPPLY DB DRY BULB D.D. DIRECT DRIVE D.P. DIFFERENCE, NET DECREASE OR INCREASE DIA DIAMETER DISP DISPLACEMENT D.N.A. DATA NOT AVAILABLE D.N.L DATA NOT LISTED EAT ENTERING AIR TEMPERATURE EDC ELECTRIC DUCT COIL EDH ELECTRIC DUCT HEALER EF EXHAUST FAN EMCS ENERGY MANAGEMENT CONTROL SYSTEM (S) EWT ENTERING WATER TEMPERATURE FCU FAN COIL UNIT FM FUME HOOD FG FLOOR GRILLE 07/23/2015 Page 6of21 TESTING AND Cm SERVICE'S F.E. FLOOR EXHAUST OR RETURN F.L.A FULL LOAD AMPERAGE FPS FAN POWERED BOX FPM FEET PER MINUTE F.S. FLOOR SUPPLY F.S.R FLOOR SUPPLY REGISTER FT. HD FEET OF HEAD FTU FAN TERMINAL UNIT GPM GALLONS PER MINUTE GFH GAS FIRED HEATER HC HEATING COIL HEATER O.L. THERMAL OVERLOAD PROTECTION FOR MOTORS LOCATED AT THE MOTOR STARTER HEPA HIGH EFFICIENCY PARTICULATE AIR H.F. HEPA FILTER HOA HAND/OFF/AUTO SWITCH H.P. HORSEPOWER HPS HIGH PRESSURE STEAM HRC HEAT RECOVERY COIL OR HEAT RECLAIM COIL HVAC HEATING, VENTILATION AND AIR CONDITIONING HWR HOT WATER RETURN OR HEATING WATER RETURN HWS HOT WATER SUPPLY OR HEATING WATER SUPPLY HX HEAT EXCHANGER I.D. INSIDE DIAMETER LAT LEAVING AIR TEMPERATURE L.D. LINEAR SUPPLY DIFFUSER LPS LOW PRESSURE STEAM L.T. LIGHT TROFFER LWG LOW WALL GRILLE LWR LOW WALL RETURN LWT LEAVING WATER TEMPERATURE MAU/MUA MAKE UP AIR UNIT MBH 1,000 BTU'S PER HOUR N.A. NOT ACCESSIBLE N.I. NOT INSTALLED N.T. NOT TAKEN N.V.L NO VALID LOCATION N.Z. NOZZLE O.D. OUTSIDE DIAMETER OPEN NO TERMINAL DEVICE INSTALLED O.S.A. MIN OUTSIDE AIR MINIMUM OAT OUTSIDE AIR TEMPERATURE 07/23/2015 Page 7 of 21 TESTING AlAn Cm. SERVICES 0 AADC PF POWER FACTOR PHC PREHEAT COIL PHC PHASE (S) PMP CIRCULATING PUMP P.P PERFORATED PLATE PSI POUNDS PER SQUARE INCH P.T. PITOT TRAVERSE RA RETURN AIR RF RETURN AIR FAN R.G. RETURN GRILLE RHC REHEAT COIL RPM REVOLUTIONS PER MINUTE SA SUPPLY AIR SAT SUPPLY AIR TEMPERATURE S.D. SUPPLY DIFFUSER SEF SMOKE EXHAUST FAN SF (AIR) SUPPLY FAN S.F. (ELECT) SERVICE FACTORS SHC STEAM HEATING COIL S.P. "W.C." STATIC PRESSURE RESISTANCE, MEASURED IN INCHES OF WATER COLUMN S.W.E. SIDEWALL EXHAUST S.W.R. SIDEWALL RETURN S.W.S. SIDEWALL SUPPLY TAB TESTING, ADJUSTING, AND BALANCING TSP TOTAL STATIC PRESSURE UH UNIT HEATER V VOLTS VAV VARIABLE AIR VOLUME VD VOLUME DAMPER VFD VARIABLE FREQUENCY DRIVE VP VELOCITY PRESSURE W WATTS WB WET BULB W.G. WATER GAUGE OF DEGREES FAHRENHEIT DP DIFFERENTIAL (DELTA) PRESSURE OR PRESSURE DROP DT DIFFERENTIAL (DELTA) TEMPERATURE, NET TEMPERATURE DECREASE OR INCREASE PSI POUNDS PER SQUARE INCH 07/23/2015 Page 8of21 AdMikk TAND p TESING AABV SERVICES SYSTEM: AREA SERVED: TEST DATA SPECIFIED ACTUAL SHEAVE & FAN SHEAVE / BORE BELT DATA AK68X3/4" TOTAL CFM- FAN 3850 3951 BELT SIZE AX58 TOTAL CFM - OUTLET 3850 3951 QUANTITY 1 R/A CFM 3200 3279 SHAFT C / C 17.5" O/A CFM 650 672 MOTOR SHEAVE / BORE VP50 X 7/8" FAN RPM 993 906 SHEAVE ADJUSTMENT 4.5 T.O. MOTOR MFG. INTERLINK • •R DATA SPECIFIED ACTUAL MOTOR HP 3 VOLTAGE 460 478/478/480 SERVICE FACTOR 1.15 AMPERAGE 4.0 3.2/3.4/3.4 PHASE / Hz 3 / 60 HEATER SIZE /RATING THERMAL MOTOR RPM 1750 1750 MOTOR FRAME# 56HZ DESIGN E.S.P. TEST 1.00 " W.C. PRESSURES INLET S.P. 0.45 " W.C. ACTUAL E.S.P. 1.08 "W.C. OUTLET S.P. 0.63 " W.C. OSA DAMPER SET @ 18% DAMPER STROKE POSITION. VFD DRIVEN FAN SHET 07/23/2015 Page 9of21 TESTING AND Cie AAA13v SERVICES • ' • ULTA REMODEL - STORE *191 • • TUKWILA, WA • • 15-162 • JESSE FIFIELD SYSTEM: AREA SERVED: AREA SERVED NO. CODE SIZE AK DESIGN FPM CFM INITIAL FPM CFM FINAL FPM CFM FORM ID: LOW VELOCITY TEST SHEET 07/23/2015 Page 10 of 21 AdllkL w 4AP TESTING AHA Cm A~A3v SERVICE'S SYSTEM: AREA SERVED: TEST DATA SPECIFIED ACTUAL SHEAVE & FAN SHEAVE / BORE BELT DATA AK68X3/4" TOTAL CFM- FAN 4000 4217 BELT SIZE AX58 TOTAL CFM - OUTLET 4000 4217 QUANTITY 1 R/A CFM 3200 3400 SHAFT C / C 17.5" O/A CFM 800 817 MOTOR SHEAVE / BORE VP50 X 7/8" FAN RPM 1009 921 SHEAVE AD3USTMENT 4 T.O. MOTOR MFG. INTERLINK MOTOR DATA SPECIFIED ACTUAL MOTOR HP 3 VOLTAGE 460 481/479/479 SERVICE FACTOR 1.15 AMPERAGE 4.0 3.7/3.7/3.6 PHASE / Hz 3 / 60 HEATER SIZE / RATING THERMAL MOTOR RPM 1750 1750 MOTOR FRAME* 56HZ DESIGN E.S.P. TEST 1.00 " W.C. PRESSURES INLET S.P. 0.47 " W.C. ACTUAL E.S.P. 1.13 " W.C. OUTLET S.P. 0.66 " W.C. MINIMUM OSA DAMPER SET @ 23% DAMPER STROKE POSITION. 1 VFD DRIVEN FAN SHEEr 07/23/2015 Page 11 of 21 4 A— TESnaG AND rm._ AABC SERVICES SYSTEM: AREA SERVED: AREA SERVED NO. CODE SIZE AK DESIGN FPM CFM INITIAL FPM CFM FINAL FPM CFM 11 mm®®e�e�a� REMARKS 07/23/2015 Page 12 of 21 Adlbk TESTING AND Cx. M1 AAAW SERVICES • ULTA REMODEL - STORE #191 • • TUKWILA, WA • ' • • 15-162 • JESSE FIFIELD SYSTEM: AREA SERVED: TEST DATA SPECIFIED ACTUAL SHEAVE FAN SHEAVE / BORE & BELT DATA AK68X3/4" TOTAL CFM- FAN 3425 3284 BELT SIZE AX58 TOTAL CFM - OUTLET 3425 3284 QUANTITY 1 E/A CFM 2575 2424 SHAFT C / C 17.5" O/A CFM 850 860 MOTOR SHEAVE / BORE VP44 X 7/8" FAN RPM 953 766 SHEAVE ADJUSTMENT 3 1/2 T.O. MOTOR MFG. INTERLINK MOTOR DATA SPECIFIED ACTUAL MOTOR HP 3 VOLTAGE 460 476/477/478 SERVICE FACTOR 1.15 AMPERAGE 4.0 3.0/3.1/3.2 PHASE / Hz 3 / 60 HEATER SIZE / RATING THERMAL MOTOR RPM 1750 1750 MOTOR FRAME# 56HZ DESIGN E.S.P. TEST 1.00 " W.C. PRESSURES INLET S.P. 0.39 " W.C. ACTUAL E.S.P. 0.90 " W.C. OUTLET S.P. 0.51 " W.C. OSA DAMPER SET @ 27% DAMPER STROKE POSITION. VFD DRNBJ FAN SHOT 07/23/2015 Page 13 of 21 TEsrrwG AND Cm AANC 'SERVICES • ULTA REMODEL - STORE #191 • • TUKWILA, WA • • 15-162 • IESSE FIFIELD SYSTEM: AREA SERVED: AREA SERVED 103 NO. 1 CODE SD-1 SIZE 22"x10" AK 1.16 DESIGN 215 250 160 186 207 240 104 2 SD-1 22"x10" 1.16 215 250 265 307 213 247 108 3 CD 8" F.H. - 200 - 144 - 188 105 4 CD 10" F.H. 225 329 - 233 105 5 CD 10" F.H. 225 344 - 216 105 6 CD 10" F.H. 225 - 288 - 220 105 7 CD 10" F.H. 225 - 274 - 231 110 8 CD 6" F.H. 75 - 91 - 69 109 9 CD 6" F.H. 100 - 102 - 91 101 10 LSD 12" S00 509 488 112 11 CD 10" F.H. 325 - 100 - 297 101 12 LSD 12" 500 468 473 112 13 CD 10" F.H. 325 - 119 - 291 SUPPLY 3425 3261 3284 100 R1 RG 16" F.H. 325 - 659 - 338 100 R2 I RG 16" F.H. 325 - 552 - 316 100 R3 RG 16" F.H. - 325 - 404 - 307 103 R4 RG 22"x10" 1.16 215 250 137 159 209 242 105 R5 RG 24"X10" F.H. - 1350 - 415 - 1294 RETURN 2575 2189 2497 OSA 1 HOOD 34"x24" 4.28 199 850 256 1095 201 860 FORM ID: LOW VELOCITY TEST SHEET 07/23/2015 Page 14 of 21 E'S77NGA:F10 Cm AABC 1E SERVICES " • ULTA REMODEL - STORE *191 • • TUKWILA, WA ' ' • • 15-162 • JESSE FIFIELD SYSTEM: AREA SERVED: TEST DATA SPECIFIED ACTUAL SHEAVE & FAN SHEAVE / BORE BELT DATA AK68X3/4" TOTAL CFM- FAN 4070 4149 BELT SIZE AX58 TOTAL CFM - OUTLET 4070 4149 QUANTITY 1 E/A CFM 3245 3281 SHAFT C / C 17.5" O/A CFM 825 868 MOTOR SHEAVE / BORE VP50 X 7/8" FAN RPM 1020 920 SHEAVE ADSUSTMENT 4 T.O. MOTOR MFG. MOTOR INTERLINK DATA SPECIFIED ACTUAL MOTOR HP 3 VOLTAGE 460 479/479/481 SERVICE FACTOR 1.15 AMPERAGE 4.0 3.7/3.7/3.6 PHASE / Hz 3 / 60 HEATER SIZE / RATING THERMAL MOTOR RPM 1750 1750 MOTOR FRAME# 56HZ DESIGN E.S.P. TEST 1.00 " W.C. PRESSURES INLET S.P. 0.53 " W.C. ACTUAL E.S.P. 1.16 " W.C. OUTLET S.P. 0.63 " W.C. MINIMUM OSA DAMPER SET @ 22% DAMPER STROKE POSITION. VFD DRIVEN FAN SHEET 07/23/2015 Page 15 of 21 TESTING ANG Cat SERVICES SYSTEM: AREA SERVED: Admik AABC AREA SERVED NO. CODE SIZE AK DESIGN FPM CFM INITIAL FPM CFM FINAL FPM CFM ©mom®a�e�■e� ©mom®e�■■�e®'�, ■ � � ©mom®e�e�em REMARKS . 07/23/2015 Page 16 of 21 TESTING ANG Cs :SERVICES EF-1 RESTROOMS / SALON / SHAMPOO AAML AABC TEST DATA DATA SPECIFIED ACTUAL FAN SHEAVE / BORE AK 56 X 3/4" TOTAL CFM- FAN 2450 2378 BELT SIZE 4L-260 TOTAL CFM - INLET 2450 2378 QUANTITY 1 SHAFT C / C 5.5" MOTOR SHEAVE / BORE VP 44 X 5/8" FAN RPM U/A 1171 SHEAVE ADJUSTMENT 2 112 T.O. MOTOR MFG. MOTOR MARATHON DATA SPECIFIED ACTUAL MOTOR HP 3/4 VOLTAGE 208 211/210/209 SERVICE FACTOR 1.25 AMPERAGE 2.7 2.2/2.3/2.4 PHASE / Hz 3/60 HEATER SIZE / RATING THERMAL MOTOR RPM 1725 1725 MOTOR FRAME# 56 DESIGN E.S.P. TEST 0.75 " W.C. PRESSURES INLET S.P. 0.37 " W.C. ACTUAL E.S.P. 0.37 " W.C. OUTLET S.P. ATMOSPHIRIC " W.C. VFD DRIVEN FAN SH!}f 07/23/2015 Page 17 of 21 41 11 A-� TESTING AND Ex SERVICES EF-1 RESTROOMS / SALON / SHAMPOO AABC AREA SERVED NO. CODE SIZE AK DESIGN FPM CFM INITIAL FPM CFM FINAL FPM CFM FORM ID: LOW VE3OEITY TEST SHEET 07/23/2015 Page 18 of 21 (,� (l �• utxxAniDu oeoP oux xmea 'I C:•i �"-�' RTU-1 ---.�_—..-----------.— L.-- -------------------i-=-__--- -CDC � _, 3 RTU-3 i = — -- -- ---- O Ili i _.._.. _..__._.._r� WA mc ? I I 3 i I , % i t ;1MECHANIC�oAND PLUMBING ROOF PLAN®u® %1_CONNECTIONS TO ROOF —TOP UNIT r ecui: r r.r -o c wo ua�0 r/JUNGIR EiRSi RGLA � m I U LTA urumi " Pu nrsffacfNren rnmacwrtRPNaw,r n xv.� urs I I I MECRWICAL AND PLUMNMO ROOF PLAN I 14192 MP�1 " CD t0 N CD W N O NO O1 ~ N U'1 t-� MECHANICAL SYMBOLS NOIF,� wAC muPNwr t Ouc,MOEK �aw5�ro� il'/i'L'�i} mnxo wc,.oie o. mwo. ro x .amm ;W--m M� m ®* ° El O ,�„ n..v ANEEwunoxs srAN01RD �nuNrw HMTSp ANNOIAIM e TFMPERANIIE ION[5 •—_ ••�. i°z n Ex=" CONONIONS NOTES . w°vw rl � — -- a°1Cmx ro = ;, j Ing L NECA NERECIM OTES, N6 PUN, STNBOLS MOLSAND 14192 Mt -- -- -- --. -"'- _..-- — -- --- -..-- -, -- —'-- -- _ 'l EN xwin". 1w.-o CNANICAI PLAN®N V� •�� o i4� � ax wn ovx, vncaw wu ec .,m ro sxin oo.+� .ow,w �R I i I i I i U LTA EMAM i i i RMECM CEMPLM i i i 14192 M] e— 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and >.3 story R2 and R3 R2 and R3 Revised June 2013 Project Info Project Address PARKWAY SUPERCENTER Date 1/28/2015 17320 S CENTER PARKWAY For Building Department Use r p�'pr) FILE CC%P t( TUKWILA WA. 98188 Applicant Name: ULTA BEAUTY Applicant Address: Applicant Phone: Project Description ❑ New Building ❑ Addition ❑ Alteration ❑ Plans Included Lighting Compliance * Lighting Power Density Calculations Q Total Building Performance Path (If Total Building Performance then only LGT-CHK is required.) Interior Lighting g g Q Building Area Method Q,Space-by-space Method Compliance Option r �- -�; OR Interior Lighting System CODF CO j VLVk► A"a - Description 1� � FEB 2 5 2�i5 Briefly describe lighting system type and features. Additions and Change of Space Use (C101143�&�C101�4.4)',�� ❑ Addition area or Change of Space Use area complies with -all applicable provisions as stand alone project Ei 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) 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 ❑ 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 Q 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. ❑ 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 being made to the interior lighting and space use not changed. ii A JAN 3 0 2015 r3ERMIT CENTER 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 R2 and R3 Revised June 2013 Project Info Project Address PARKWAY SUPERCENTER Date 1/29/2015 17320 S CENTER PARKWAY For Building Department Use e p npy TUKWILA WA. 98188 Applicant Name: ULTA BEAUTY Maximum Allowed Lighting WattageA4 Location (plan #, room #, or ALL) Space Type" Allowed Watts per ft2 itr6gg n enor — Area in ft2 _Watts Allowed (watts/ft2 x are 105 TRAINING Classroom/lecture/training 1.24 742 920 108 CORRIDOR Corridor/transition 0.66 384 253 103, 104 OFFICES Office - Enclosed 1.11 126 140 106 CLOSET Storage 0.63 62 39 112 SHAMPOO Retail: Dressing/fitting area 0.87 329 286 109 WOMENS Restroom 0.98 163 160 AtriUM++ Enter Height: Retail Display Allowance from LGT-INT-DISPLAY " Select Table C405.5.2(2) category from drop down menu. For atriums, indicate height.Allowed wattage for first 40 feet is 0.03 WIft. ht., above 40 feet is 0.02 W/ft. ht. Proposed Lighting Wattage Area Allowed Watts Total 1806 1798 Location (plan #, room #, or ALL) Fixture Description (Include exempt equipment per Note 3) Number of Fixtures Watts/ Fixture Watts Proposed 105 TRAINING 2X2 RECESSED FIXTURES 13 41 533 108 CORRIDOR RECESSED EL) 4 41 164 �/WV P 1+(�11< i;GOMPL1A'���.� y 109 WOMENS PENDANT 4"�� SYe wt.d 2 100 200 103, 104 OFFICES 4' STRIP FIXTURES r �R'ti 4 59 236 106 CLOSET 4' STRIP FIXTURES �+ E'�J Y 1 59 59 112 SHAMPOO RECESSED 5 41 205 109 WOMENS EXISTING RECESSED " .t f'...� GPsF q 1 l.'%1� , 46 46 pp A✓t�"� �.%6 a �.,,.._ Retail Display Lighting from LGT-INT-DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watts 1443 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 of 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. DES- ooze RE: iVED ,1 Y OF TUKWILA JAN 3 0 2015 -)ERMiT CENTER 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 Interior• • Summary LGT-SUM 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 Revised June 201.3 Project Info Project Address PARKWAY SUPERCENTER Date 1/28/2015 17320 S CENTER PARKWAY For Building Department Use TUKWILA WA. 98188 Applicant Name: ULTA BEAUTY Applicant Address: Applicant Phone: Project Description ❑ New Building ❑ Addition ❑ Alteration ❑ Plans Included Lighting Compliance 0 Lighting Power Density Calculations Q Total Building Performance Path (If Total Building Performance then only LGT-CNK is required.) Interior Lighting O Building Area Method QQ Space -by -space Method Compliance Option Interior Lighting System Description Briefly describe lighting system type and features. Additions and Change of Space Use (C101.4.3 & C101.4.4) ❑ Addition area or Change of Space Use area complies with all applicable provisions as stand alone project ❑ 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) ❑ 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 0 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 ❑✓ 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 tiring, automatic time switch controls (C405.2.2.1), and commissioning of lighting controls per C405.13. ❑ Space is reconfigured - luminaires unchanged or moved only Provide all applicable lighting controls as noted for New Wiring and commissioning of lightingcontrols per C405.13. ❑ No changes are being made to the interior lighting and space use not changed. L 2012 Washington State Energy Code Compliance Forms for Commercial, 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3.story R2 and R3 R1, and > 3 story R2 and R3 Revised June 2013 Project Info Project Address pARKWAY suPERCENTER Date 1/28/2015 27320 S CENTER PARKWAY For Building Department Use FILE Copy - - '• �^ R., TUKWILA WA. 98188 Applicant Name: uLTA BEAuTy Maximum Allowed Display Lighting Wattage - Location (plan #, room #, or ALL) Space Type* Allowed Watts per ft2 *" Gross Interior Area in ftz Watts Allowed (watts/ft2 x area) 100 SALES Retail 1: All unclasified retail display 0.60 8966 5380 * 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. Area Area Watts Total 8966 5380 Display Allowance 3715 Proposed Display Lighting Wattage Only separately controlled display fixtures complying with C406.6.2(2) footnote.A may entered hen: Location (plan #, room #, or ALL) Display Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed 100 SALES 17W 2-LAMP 2' STRIP ..�-'� 1 33 33 100 SALES 25W 2-LAMP 3' STRIP .�a 3 43 129 100 SALES 32W 2-LAMP 4' STRIP tt` �;�y� i�� 9 59 531 100 SALES 25W 4-LA14P 6' STRIP' Gli�ty 17 86 - 1462 100 SALES 32W 4-LAMP 9STRIP�� �d�'y 5 112 560 100 SALES / 10OW PENDAT 9. 10 100 1000 Total Proposed Watts 3715I 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 a display fixtures. bt! "MV0002Z R" E 'Li.VED 1-I1-Y (,-)F TUKWILA JAN 3 0 2015 `3EHMIT CENTER 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3..story R2 and R3 Revised June 2013 Project Info Project Address PARKWAY SUPERCENTER Date 1/28/2015 17320 S CENTER PARKWAY For Building Department Use TUKWILA WA. 98188 Applicant Name: ULTA BEAUTY Maximum Allowed Lighting Wattage Location (plan #, room #, or ALL) Space Type* Allowed Watts per ftZ ross interior Area in ftZ Watts Allowed (watts/ftZ x area) 105 TRAINING Classroom/lecture/training 1.24 742 920 108 CORRIDOR Corridor/transition 0.66 384 253 103, 104 OFFICES Office - Enclosed 1.11 126 140 106 CLOSET Storage 0.63 62 39 112 SHAMPOO Retail: Dressing/fitting area 0.87 329 286 116 VESTIBULE Lobby 0.90 116 104 114 FIRE RISER Electrical/mechanical 0.95 77 73 113 STAGING Storage 0.63 1007 634 101 SALES Sales area 1.68 8966 15063 Atrium** Enter Height: Retail Display Allowance from LgT-INT-DISPLAY 3715 * Select Table C405.5.2(2) category from drop down menu. Area Allowed Watts ** For atriums, indicate height Allowed wattage for first 40 feet is 0.03 W/ft. ht., Total 111809 21229 above 40 feet is 0.02 Mt. ht. ERROR: Retail Display Allowance only allowed with Retail Sales Area or Sales Area Proposed Lighting Wattage Location (plan #, room #, or ALL) Fixture Description (Include exempt equipment per Note 3) Number of Fixtures Watts/ Fixture Watts Proposed 105 TRAINING RECESSED LED 13 41 533 108, 115 CORRIDOR RECESSED LED 6 41 246 116 VESTIBULE RECESSED LED 2 41 82 103, 104 OFFICES 4' STRIP FIXTURES 4 59 236 106 CLOSET 4' STRIP FIXTURES 1 59 59 112 SHAMPOO RECESSED LED 5 41 205 109,110 RESTROOMS EXISTING RECESSED FLUORESCENT 42W 4 109,110 RESTROOMS 100W PENDANT 2 100 200 113 STAGING EXISTING 32W 1—LAMP 4' STRIP 26 114 FIRE RISER EXISTING 32W 1—LAMP 4' STRIP 1 100 SALES RECESSED LED 62 41 2542 100 SALES _ EXISTING 2-LAMP 42W CFL DOWNLIGHT 56 46 2576 100 SALES NEW 2-LAMP 42W CFL DOWNLIGHT 8 46 368 100 SALES NEW 32W I -LA" 4' STRIP 38 31 1178 C r` Wt-milfDieplsyLightiaQ�tsamilAT II1T-DIHPLIIY yy���� t` ry.r�de,F...,.�...�� �'.. Total Proposed Watts may not exceed Total Allowed Watts for Intedor Lighting Total Proposed Watts 3715 11940 Nntac• 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 R2 and R3 9ni9 Wachinntnn Rtato FnPrnv Cnda Gmmnlianre Forms fnr Cnmmercial- Groun R1 _ and > 3 stnry R2 and R3 Revised June 2013 Project Info Project Address ULTA #191 PARKWAY SUPERCENTER Date 1/13/2015 17320 S. CENTER PARKWAY For Building Dept. Use WA 1 88 ASOLUTIONSLA, Applicant Name: RCLLAI , Applicant Address: 5100 RIVER_RD, STE 125 SCHILLER PARK, IL 60176 Applicant Phone: 647-671;!-74s 'NtVIEWED )R d e Project Description Briefly describe mechanical "voc UUMPLIANCE system type and features. FEB 2 5 2015 1equiring 0 Includes Plans Drawings must contain notes compliance with commissioning provisions per Section C408 Com liance Option P P U Simple System (j Complex Sykbfn0 f T. �i-.Systeems Analysis Billz®! i'G DI ACZ f r)41 Equipment Schedules The following information is required to be incorporated "with the -mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. Cooling E ui ment Schedule Equip. Equip Capacity2 OSA CFM SEER Econmizer Heat ID Type Brand Name' Model No.' Btu/h or Econo? or EER IPLV3 Option or Recovery Exception6 Y/N RTU-1 DX LENNOX LGH120H4B 124 ECONO 12.0 EER N/A ECONO N RTU-2 DX LENNOX LGH120H4B 124 ECONO 12.0 EER N/A ECONO N RTU-3 DX LENNOX LGx12oH4H 124 ECONO 12.0 EER N/A ECONO N RTU-4 DX LENNOX LGH120H4B 124 ECONO 12.0 EER N/A ECONO N Heating E ui ment Schedule Equip. Equip Capacity2 OSA cfm Heat ID Type Brand Name' Model No.' Btu/h or Econo? Input Btuh Output Btuh Efficiency° Recovery Y/N RTU-1 GAS LENNOX LGH120H4B 240 ECONO 240 192 80 N RTU-2 GAS LENNOX LGH120H4B 240 ECONO 240 192 80 N RTU-3 GAS LENNOX LGH120H4B 240 ECONO 1 240 192 80 IN RTU-4 GAS LENNOX LGH120H4B 240 ECONO 1 2401 192 80 N Fan Equipment Schedule Equip. Equip ID Type Brand Name' Model No.' CFM SP' HP/BHP Flow Control6 Location of Service RTU-1 FAN 3850 1.00 3.00 CV SUPPLY AIR BLOWER RTU-2 FAN 4000 1.00 3.00 CV SUPPLY AIR BLOWER RTU-3 FAN 3825 1.00 3.00 CV SUPPLY AIR BLOWER RTU-4 FAN 4070 1.00 3.00 CV SUPPLY AIR BLOWER Service Water Heating Equipment Schedule �. Equip. Equip Input Sub - ID Type Brand Name' Model No.' Capacity Category EF7 Location of Service EXIST irl ' If available. 2 As tested according to Table C403.2.3(1)A thru C403.2.3(8). 3 If required. 4 COP, HSPF, Combustion EfficiemcyFp� l7 s PP 6 types: ( ) ( ) P ( ) 6 'c'P. hVn e p Q applicable. Flow control t es: variable air volume VAV ,constant volume CV , or variable speed VS . Economizer exce tion num�ie Des-oo;u JAN 3 0 2015 ..HERMIT CENTER Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 Revised June 2013 Project Address ULTA#191 PARKWAY SUPERCENTER Date 1/13/2015 The following information is necessary to check a mechanical permit application for commercial provision compliance with the 2012 WSEC. NOTE: Define print area in Excel prior to printing MECH-CHK pages. Applicability Code Section Code Provision Information Required Location on Building Department (yes,no,na) Plans Notes GENERAL PROVISIONS Equipment Sizing & Performance YES C403.2.1 Load calculations Load calculations performed per ASHRAE Slid 183 or equivalent per Replaced Chapter 3 w/ same YES C403.2.2 Equipment and system Output capacity of heating and cooling equipment and systems do not Replaced sizing exceed calculated loads note exceptions taken w/ same YES C403.2.5 Minimum ventilation Ventilation (natural or mechanical) provided per IMC; indicate mechanical M-3 ventilation is capable of being reduced to minimum re uirement per IMC C403.2.3 & C403.2.3.2 & Equipment minimum Provide equipment schedules or complete MECH-SUM tables with type, YES efficiency capacity, efficiency, test standard (or other efficiency source) for all M-3 C403.2.12.1 mechanical equipment YES C403.2.13 Electric motor efficiency Provide equipment schedule with hp, rpm, efficiency for all motors; note M-3 except. YES C403.2.10 Fan power limitation Fan system motor hp or bhp does not exceed limits per Table M-3 C403.2.10.1 1 N/AC403.2.10.3 / Fractional hp fan motors Indicate fan motors 1/12 to 1 hp are ECM type or meet minimum efficiency & C403.2.13 req. N/A C403.2.3 Maximum air cooled chiller Indicate air-cooled chiller capacity does not exceed air-cooled chiller limit capacity N/A C403.2.1 Non-standard water-cooled Full -load and NPLV values for water-cooled centrifugal chiller adjusted for chillers non-standard operational conditions N/A C403.2.12.1. Centrifugal fan cooling Large capacity cooling towers with centrifugal fan(s) meet efficiency towers requirements for axial fan open circuit cooling towers N/A C403.2.3 Forced air furnace and unit heatN/A Indicate intermittent ignition or IID, flue/draft damper & jacket loss / C403.2.3.3 Packaged electric heating/coo inequipment List equipment required to be heat pumps on schedule N/A C403.2.3.4 Humidification Indicate method of humidification (note requirements for systems with economizer HVAC System Controls & Criteria YES C403.2.4.1 Thermostatic controls Indicate locations of thermostatic control zones on plans, including M-1 M-2 perimeter systems N/A C403.2.4.1.1 Heat pump supplementary Indicate staged heating (compression/supplemental) & outdoor lock -out I heat temp YES C403.2.4.2 Setpoint overlap (deadband) Indicate 5°F deadband minimum for systems controlling both heating & MA M-5, EMS cooling YES C403.2.4.3 Automatic setback and Indicate zone t-stat controls with required automatic setback & manual M-4, M-5 shutdown override YES C403.2.4.3.3 Automatic (optimum) start Indicate system controls that adjust equip start time to match load M-3 M-4 M-5 EMS conditions r e , YES C402.4.5.2 & Dampers Indicate location of OSA, exhaust, relief and return air dampers; include M-3 C403.2.4.4 AMCA rated leakage and control type motorized orgravity; note exceptions N/A C403.2.11 Heating outside a building Indicate radiant heat system and occupancy controls N/A C403.2.4.5 Snow melt systems Indicate shut-off controls based on outdoor conditions YES C403.2.4.6 Combustion heating Indicate modulating or staged control M-3 equipment N/A C403.2.4.7 Group R1 hotellmotel systems Indicate method for guest room automatic setback & set-up of 5°F minimum N/A C403.2.4.8 / Group R2/R3 dwelling unit Indicate 5-2 programmable thermostats in primary spaces with minimum of s stems two setbackperiods; note exceptions taken N/A C403.2.5.1 Demand controlled ventilation Indicate high -occupancy spaces and systems requiring DCV N/A C403.2.5.2 Occupancy sensors Indicate spaces requiring occupancy -based system control and method; or alternate means provided to automatically reduce OSA when partially C403.2.5.3 Enclosed loading dock/parking garage Indicate enclosed loading dock and enclosed parking garage ventilation N/ A ventilation system activation and control method N/A C403.2.5.4.1 Kitchen exhaust hoods Indicate kitchen hoods requiring make-up air; indicate make-up air source and conditioning method Indicate lab exhaust systems requiring heat recovery, method & efficiency; N/A C403.2.5.4.2 Laboratory exhaust systems or alternative method taken (VAV, semi -conditioned makeup, or CERM calculation C403.2.6.1 Energy recovery - Indicate ventilation systems requiring ER, method & efficiency; note N/A ventilation systems exceptions N/A C403.2.6.2 Energy recovery - condensates stems Indicate on -site steam heating systems requiring energy recovery dF N/A C403.2.6.3 Energy recovery - "- Ad�cate rfmAe retrig. cond^ers requiring -ER: d us! of capiure8 energy condensers stems .' ,r Mechanical Permit Plans Checklist - Page 2 of 3 MECH-CHK 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 Revised June 2013 Project Address ULTA #191 PARKWAY SUPERCENTER Date 1/13/2015 The following information is necessary to check a mechanical permit application for commercial provision compliance with the 2012 WSEC. NOTE: Define print area in Excel prior to printin MECH-CHK pages. Applicability ( es,no,na Code Section Code Provision Information Required Location on Plans Building Department Notes GENERAL PROVISIONS, CONTINUED HVAC System Controls & Criteria, Continued N/A C403.2.12 Variable flow control - fans/pumps Indicate fan & pump motors requiring VF control & method (VSD or equiv controls N/A C403.2.12.1 Variable flow control - cooling towers Indicate cooling tower fans requiring variable flow control and method N/A C403.2.12.2 Large volume fan systems Indicate fan systems requiring airflow reduction based on heating and cooling demand; or exception taken N/A C403.2.12.2 I Single zone AC systems Indicate method of cooling demand -based fan control for sys. > 110,000 I btuh N/A / C403.2.4.10 DDC system capabilities Identify all DDC system input/output control points and indicate capability for trending and demand response et 'n L tm t Ducting Systems YES C403.2.7.1 & C403.2.7.3 Duct construction Indicate all ductwork constructed and sealed per IMC, C402 leakage re uirements and IBC vapor retarder requirements MA M-5 YES 403.2.7.3.1- Duct pressure classifications Identify location of low, medium and high pressure ductwork on plans M-4 M-5 N/A C403.2.7.3.3 High pressure duct leakage test Indicate high pressure duct leakage testing requirements on plans; provide test results to jurisdiction when completed YES C403.2.7.1 A Duct insulation Indicate R-value of insulation on ductwork M-1 Piping Systems YES C403.2.8 Piping insulation Indicate R-value of insulation on piping P-6 P-7 N/A C403.2.8.1 Piping insulation exposed to weather Indicate method of protection from damage/degredation SIMPLE SYSTEMS Qualifying Systems YES C403.3 Qualifying single zone systems Verify unitary or packaged equipment does not exceed capacity limits, does not have active humidifcation or simultaneous heating/coolingM-3 N/A C403.3 Qualifying 2-pipe heating systems Verify 2-pipe heating -only system does not exceed capacity limits N/A C403.3.2 Hydronic system controls Refer to Complex Systems Section C403.4.3 Simple System Economizers YES C403.3.1 Air economizer required Indicate cooling systems requiring economizer controls; note in equip sched. M-3 YES C403.3.1.1.1 Air economizer capacity Indicate modulating OSA control capability up to 100 % OSA, or exception M-3 YES C403.3.1.1.3 Air economizer high limit controls Indicate high limit shut-off control method per Table C403.3.1.1.3(2) M-3 YES C403.1.1.2 Integrated air economizer operation Indicate capability for partial air economizer operation for systems with capacity > 65,000 btuh M-5 N/A C403.3.1 Air economizer exceptions Indicate eligible exception(s) taken and provisions to comply with except ' COMPLEX SYSTEMS Complex System Economizers N/A C403.4.1 Air economizer required Indicate cooling systems requiring economizer controls; note in equip sched. N/A C403.4.1.4 Economizer heating system impact Verity control method of HVAC systems with economizers does not increase building heating energy usage during normal operation N/A C403.4.1.3 Integrated economizer o eration Indicate capability for partial economizer operation for air or water econo s stems N/A Moved Water economizer capacity Indicate water econo capable of 100 % cooling capacity at 50oF db/45°F wb OSA N/A C403.4.1.2 Water economizer maximum pressure drop Indicate precooling coils and heat exchangers do not exceed pressure drop limit N/A C403.3.1 Air economizer exceptions I Indicate eligible exceptions) taken and provisions to comply with *V. Mechanical Permit Plans Checklist - Page 3 of 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 Revised June 2 113 Project Address ULTA #191 PARKWAY SUPERCENTER Date 1/13/2015 The following information is necessaryto check a mechanical permit application for commercial provision compliance with the 2012 WSEC. NOTE: Define print area in Excel prior to printing MECH-CHK pages. Applicability (yes,no,na) Code Section Code Provision Information Required Location on Plans Building Department Notes COMPLEX SYSTEMS, CONTINUED Specific System Requirements N/AC403.4.2 / & C403.2.12 Variable flow control - fans Indicate fans requiring variable flow control and method N/A C403.4.2.1 VAV fan static pressure sensors Indicate sensor locations on plans; include at least one sensor per major duct branch N/A C403.4.2.2 VAV fan static pressure setpoint Indicate fan system static pressure setpoint based on zone requiring most pressure N/A C403.4.5 VAV systems serving multi- zones Indicate supply air systems serving multiple zones that are required to be VAV, method of primary air control, and zones served; note exceptions taken N/A C403.4.5.4 VAV system supply air reset Indicate controls that automatically reset supply air temp in response to Toads N/A C403.4 Large capacity cooling systems Indicate method of multi -stage or variable control for building cooling system capacity > 300 tons N/A C403.4.7 Hot gas bypass limitation Indicate cooling equipment unloading or capacity modulation method N/A C403.4.3 Large capacity boiler s stems Indicate multi -stage or modulating burner for single boilers > 500,000 btuh N/A C403.4.3 Boiler sequencing Indicate automatic controls that sequence operation of multiple boilers N/A C403.4.3.5 Chiller / bailer plant pump isolation Indicate capability to automatically reduce overall plant flow and shut-off flow through chillers & boilers when not in use N/A C403.4.2 & C403.4.3.6 Variable flow control - pumps Indicate pumps requiring variable flow control & method N/AC403.2.12.1 / & C403.4.4 Variable flow control - cooling towers Indicate cooling tower fans requiring variable flow control and method C403.4.3.4 HydrN/A onic system part load controls cont reset supply water temp AND reduce flow by t 50 % for systems > 300,000 N/A C403.4.3.2 Two -pipe changeover systems Indicate deadband, heating/cooling mode scheduling and changeover temperature range N/A I C403.4.3.3.1 Water loop heat pump - deadband Indicate capability of central equipment to provide min. 20oF water supply temp deadband between heat re'ection and heat addition modes N/A C403.4.3.3 Water loop heat pump - heat re'ection Provide heat exchanger that separates cooling tower and heat pump loop in Climate Zone 5 N/A C403.4.3.3.3 Water loop heat pump - isolation Indicate 2-way isolation valve on each heat pump and variable flow control fors stems with total pump power > 10 h N/A C403.4.6 Condenser water heat recovery Indicate system provided to pre -heat service water and efficiency N/A C403.5 Cooler / freezer - anti -sweat heaters Indicate w/sf & control method for walk-in cooler/freezer door anti -sweat heaters N/A C403.5 / 6 Cooler n d / freezer - evaporator Indicate motor type for evaporator and condenser fans < 1 hp SERVICE WATER HEATING Service Water Systems N/A C404.2 Water -heating equip min. efficient Provide equipment schedule or complete MECH-SUM table with type, capacity, efficient test standard or other efficient source EXIST N/A C404.3 Temperature controls Indicate temperature controls have required setpoint capability EXIST N/A C404.4 Heat traps Indicate piping connected to equipment have heat traps on supply & discharge N/A C404.5 Insulation under water heater Indicate R-10 insulation under tank EXIST YES C404.6 Service water piping insulation Indicate R-value of insulation on piping; note exceptions taken P-6, P-7 YES C404.7 / 8 Circulation systems and heat trace shut-off Indicate shut-off capability based on occupancy and periods of limited demand EXIST N/A C404.9 _meters Group R-2 service hot water Indicate method of usage metering for dwell. units served by central HW Pools & In -Ground Permanently Installed Spas N/A C404.10.1 Pool heating equip min. efficiency Provide equipment schedule or complete MECH-SUM table with type, capacity, efficiency, test standard (or other eff. source); heat pump heaters t4COP N/A C404.10.1 / 2 Pool heater on / off controls Indicate automatic or/off control based on scheduling & accessible on/off switch on heater that operates independent of thermostat settin • or N/A C404.10.3 Pool covers Indicate vapor retardant cover and insulation rating as required N/A C404.10.3 Pool assembly insulation Indicate rating of insulation on sides and bottom of pools heated to > 90°F N/A C404.10.4 Heat recovery Indicate method, exhaust air temperature reduction and recovered energy Chicago : los angeles Responses to City of Tukwila Comments, Revision #1 PROJECT: Remodel of ULTA Beauty Store PERMIT APPLICATION NO. D15-0022 PROJECT ADDRESS: 17320 S. Center Parkway Tukwila, WA 98188 Reviewing Discipline: Building Department DATE: February 12th, 2015 CORRECTION LTR# • W J SJPH A. GEOGH GAN, tVS #: 284 �iS EXPIRES:04/18/2015 �. ��t,vSfilt:L1 UN. DATE v b1sew-002Z rgla solutions, inc. 5100 River Road, Suite 125 Schiller Park, IL 60176 p: 847 671 7452 RECEIVED CITY OF TUKWILA FEB 1 ,9 2015 PERMIT CENTER f: 847 671 4200 www.rgla.com Chicago : los angeles Washington Building Code: Comment #1 Provide an "M" occupancy means of egress plan that specifically shows minim 36" wide accessible exit access paths that lead to the designated emergency exits. The minimum clear width for an aisle access way not required to be accessible shall be 30" The required clear width of an isle access way shall be measured perpendicular to the elements and merchandise within the merchandise pad. The 30" minimum clear width shall be maintained to provide a path to an adjacent aisle or aisle access way. The 36" wide accessible exit access paths or common paths of egress travel shall not exceed 30 feet from any point in the merchandise pad. Response: On Sheet A 1.0, the drawing "Egress Plan — Drawing B" has been added to outline the means of egress within the store. Comment #2 In addition to the egress plan, emergency illumination shall be provided along with the designated common paths of egress and shall have at least an average 1 foot-candle and a minimum of any point of 0.1 foot candle measured along the path of egress at the floor level. Emergency Lighting shall also be required at exterior landings or exit discharge doorways where two or more exits are required. (IBC 107.2.3 & Section 1006) Response: See "Egress Plan — Drawing B"on sheet A1.0. The note "EMERGENCYAND EXIT LIGHTING IS TO BE LOCATED THROUGH OUT THE STORE. REFER TO SHEETS E1-1 AND E1-1A FOR MOR INFORMATION. EMERGENCY LIGHTS SHALL HAVE AN AVERAGE OF 1 FOOT-CANDLE AND MINIUM OF 0.1 FOOT-CANDLE MEASURED ALONG THE PATH OF TRAVEL AT THE FLOOR LEVEL" Also, existing emergency light fixtures on E1-1(as indicated with a diagonal hatch) have a 900 lumen output. In addition, for the alternate layout located on E1-IA, the existing florescent emergency fixtures have a 900 lumen output and the new square emergency downlights (as indicated with a diagonal hatch) have a 577 lumen output. For the center sales floor area in both lay outs, the emergency lighting is provide by recessed "bug -eyes" with a 300 lumen output per head. Both of these layouts shall comply with the 2012 IBC Section 1006.3.1 "Illumination level under emergency power. " Per our engineer's calculation's which included the entirety of the sales area, the average emergency foot-candle level is 2.5 foot-candles with a minimum of. 34 foot-candles and maximum to minimum ratio of 26:1. Comment #3 The large area acoustical ceiling scaled out exceeds 2500 square feet requiring a seismic ceiling joint. Show a seismic ceiling joint and its location on the plan. Provide rgla solutions, inc. 5100 River Road, Suite 125 Schiller Park, IL 60176 p: 847 671 7452 f: 847 671 4200 www.rgla.com chicago : los angeles specifications or details for the seismic joint. Response: See "Reflected Ceiling Plan — Drawing A" on Sheets A3.1A and A3.1B. A seismic ceiling joint has been located on both layouts. The note "G.C. TO PROVIDE ARMSTRONG SEISMIC JOINT CLIP (SJCG) AT INTERSECTIONS ALONG THIS GRID LINE, "has also been added to both sheets. Comment #4 Sheet A2.0 shows dashed lines with a key note indicating to refer to A3.1. I could not find that sheet or is it meant to refer to A3.1 A or A3.1 B. Response: The key note in questions has been revised to read, "CEILING ELEMENTS, SEE SHEET A3.1A FOR DETAILS." Comment #5 Cover sheet code references show 2009 WSEC. This should show 2012 WSEC and the accessible ANSI codes are 2009. Response: The cover sheet — CS-1 has been updated to reflect the 2012 WSEC and 2009 ANSI. rgla solutions, inc. 5100 River Road, Suite 125 Schiller Park, IL 60176 p: 847 671 7452 f: 847 671 4200 www.rgla.com City of Tukwila Department of Community Development February 06, 2015 TIM KUHN 5100 RIVER RD - SUITE 125 SCHILLER PARK, IL 60176 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D15-0022 ULTA BEAUTY - 17320 SOUTHCENTER PKWY Dear TIM KUHN, Jim Haggerton, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size l 1x17 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) Structural Drawings and structural calculations sheets by a registered engineer shall have a current signed stamp -seal. Architectural design sheets and documents by a registered architect shall also have a current signed stamp -seal. (BUILDING REVIEW NOTES) 1. Provide an "M" occupancy means of egress plan that specifically shows minimum 36 inch wide accessible exit access paths that lead to designated emergency exits. The minimum clear width for an aisle access way not required to be accessible shall be 30 inches. The required clear width of the aisle access way shall be measured perpendicular to the elements and merchandise within the merchandise pad. The 30-inch minimum clear width shall be maintained to provide a path to an adjacent aisle or aisle access way. The 36 inch wide accessible exit access paths or common path of egress travel shall not exceed 30 feet from any point in the merchandise pad. (IBC Group M 1017.2, 1017.3 & 1017.4) 2. In addition to the egress plan, emergency illumination shall be provided along the designated common paths of egress and shall have at least an average 1 foot-candle and a minimum at any point of 0.1 foot candle measured along the path of egress at the floor level. Emergency lighting shall also be required at exterior landings or exit discharge doorways where two or more exits are required. (IBC 107.2.3 & Section 1006) 3. The larger area acoustical ceiling scaled out exceeds 2500 square feet requiring a seismic ceiling joint. Show a seismic ceiling joint and its location on the plan. Provide specifications or details for the seismic joint. 4. Sheet A2.0 shows dashed lines with a key not indication to refer to A3.0. I could not find that sheet or is meant to refer to A3 LA and A31.B. Please clarify. 5. Cover sheet code references show 2009 WSEC. This should show 2012 WSEC and the accessible ANSI codes are 2009. (For your information only) Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 e Phone 206-431-3670 • Fax 206-431-3665 If you have any questions, I can be reached at 206-431-3655. Sincerely, c aZjO'VL Bill Rambo Permit Technician File No. D15-0022 6300 Southcenter Boulevard Suite #100 9 Tukwila Washington 98188 • Phone 206-431-3670 9 Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0022 DATE: 02/19/15 PROJECT NAME: ULTA BEAUTY SITE ADDRESS: 17320 SOUTHCENTER PKWY Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: (I 2- Bui ing Division Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 02/24/15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03/24/15 Approved ❑ Approved with Conditions Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PLAN KVIRW/R'OUTING SLIP PERMIT NUMBER: D15-0022 DATE: 01/30/15 PROJECT NAME: ULTA BEAUTY SITE ADDRESS: 17320 SOUTHCENTER PKWY X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # DEPARTMENTS: Revision # after Permit Issued VitePrevention Built'ling Dwiston INW Planning Division ?- 16 Public Works IN Structural ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 02/03/15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03/03/15 Approved ❑ Corrections Required (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Approved with Conditions ❑ Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg. l El Fire Ping PW ❑ Staff Initials: 12/18/2013 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. J � Date: -,v/1,/ l J Plan Check/Permit Number: ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is :Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Ulta Beauty Project Address: 17320 Southcenter Pkwy D 15-0022 REGEM @ITV OF TUK%M A FEB 19 2015 PERMIT CENMp /C Contact Person�}�N Phone Number: &y � Summary of Revision: : e, i 41T.4t GIOA9 �U''?i'�frri�'r ,���PON G,ETI%� • Sheet Number(s): c S-1 t 41, 0o A 2.0 4 A,7- / .4 , # 3. %/,% "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Pen -nit Center by: Z Entered in TRAKiT on 0)h \applicationsWorms-applications on line\revision submittal Created: 8-13-2004 Revised: THREE RIVERS CONST & DEV hTI� Page 1 of 2 Home lnicio en Espanol Contact Safety Washington State Department of Labor & Industries THREE RIVERS CONST & DEV INC Owner or tradesperson VAN JR, ROBERT LYNN Principals VAN JR, ROBERT LYNN, PRESIDENT VAN, MICHELLE LYNN, SECRETARY Doing business as THREE RIVERS CONST & DEV INC WA UBI No. 603 158 636 License Search L&I � I A-Z Index Help My Secure l 4-1 Claims & Insurance Workplace Rights Trades & Licensing 155 Design Place Ste 101 SPARKS, NV89441 775-825-5248 Business type Corporation Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. ..........._............................................................ Meets current requirements. License specialties GENERAL License no. THREERC891RZ Effective — expiration 01103/2012— 01/03/2016 Bond ................. Old Republic Surety Co $12,000.00 Bond account no. W150111287 Received by L&I Effective date 12/05/2011 11/20/2011 Expiration date Until Canceled Insurance _... _................... State National Ins Co Inc $1,000,000.00 Policy no. XNDP0105800 Received by L&I Effective date 10/09/2014 10/05/2014 Expiration date 10/05/2015 Insurance history Savings N .............. o 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. https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=603158536&LIC=THREERC89IRZ&SAW= 3/9/2015 I: ::. G.C. TO RECEIVE, AND UNLOAD OWNER BID ALTERNATES'"I i, SUPPLIED GLASS AND ARRAY SHELVES ITEM REMARKS i AND BRACKETS (COORDINATE WITH :' \ OWNER). G.C. TO DISPOSE OF PACKAGING ELECTRICAL G.C. TO PROVIDE COST TO ADD (1) ADDITIONAL FLOOR OUTLETS FLOOR OUTLET, PRIOR TO FINISH FLOOR. COST MATERIALS. SEE DESCRIPTION OF SHELF TO INCLUDE UP T010 LINEAL FEET OF :_ ;::' ELECTRICAL TRENCHING. .. rs QUANTITIES ON SHEET A-1.1 110 f :p >. ELECTRICAL G.C. TO PROVIDE COST TO ADD (2-5) ADDITIONAL rgla solutions, inc. s tr ` n.,,. - a .. _.. :'r:. .::._ fi _,............:....: P, G.C. TO PROVIDE ALL BID ALTERNATES AS FLOOR OUTLETS s, P f .11.._:.i ,,I.., »..:.....:_.....:...».... �„ 96, 5100 River Road, Ste 125 OUTLETS, PRIOR TO FINISH FLOOR f MS COST TO INCLUDE UP TO 1 0 LINEAL FEET OF 0176 I ` .. .,. ». f: 847.671 42000 �.. SEPARATE LINE ITEMS. ELECTRICAL TRENCHING e 7�T BID ALTERNATE # 1 www.rgla.com iil`�ojii�x T PROVIDE COST FOR A CEMENT BASED E REPLACE EXITING STOREFRONT RESISTANT PRODUCT ONLY TO COVER THE ENTIRE SALES g > LT 2,#3f r is x�s� a 37 344sf WIT BARRIER FLOOR. SUPPLY AND INSTALL AN MRB AND A REVISIONS: DATE: * 4* H NEW. SEE SHEETA7.3 ,,. �x zsr T I �€ �,' i �y1��;,-1. BID ALTERNATE #2 TOP COAT OF CEMENTITIOUS BASED PRODUCT LL&ULTA REVIEW 01/2812015 PER MANUFACTURER'S INSTRUCTIONS, BID ISSUE 01/2812015 ;�'"� �' ' ED LIGHT PACKAGE SEE FLOOR f ,.:. r : �, PROVIDE L a�� f FLAT AND READY TO ACCEPT PERMIT ISSUE 0112812015 .. 5 _.V lYR .:. "". �-"'.'.'z-'� : £ FINISHES. PERMIT COMMENTS - M SMOOTH, F _ y y } q _ [. ft {y� rt� y y m U SHEETS A3.16, AND E1-1A. 0211212015 i7t�bt .: T ii A. Lii �F�i a r 5 5 f f111111111111 MINEEN00000,00- 4 a F VR jj /.. :r 5 l s s: . is %/.: /i'/... s ............ a .: _. .. .. :: s,::; ....� (::::;'s .. I m;.a:, ':.,/���$ ..v. ,: ,%` % i�!_'�""_'�_:11'11 ...:..:..:> a :: L ':%>. ... r•`y-, fL.. '. :..� .... �,� CUP iS , ' - ' �6 ---, 0 I- t-- £ f c w::,. ..Hli .: ... ... :•:';£ .. c,. '7 :, it `. PASI Permit . ;-! I t '2 .I 1..10. ..1. .. r 3Y iDF Ertl! s .,r, w.. R $* _»:f �I 41d S66 a 6ami ...,,,f� -11""" ;� �� U, i �.: � : Plan ra�ia�u royal is sLlh'oct to errors and omissior;s. £f - 1 0_q royal of construes ion documents t r ... oc�l�l0nts do 6 1.£ ,. cr�a . �.i �p€� s not al.thoriz� :„ I Mi' nX F 1_____L_"P IrM >'" �, Electrical i the violation of any adopted coda or ordinance. Romig ce lu o approved sold Copy an conditions pr d F C d d' #9mbrng f ap g is acknoladcd. ..�. �1. .... . ..... I .... I., ................................ ..................................... � ...... . PARKWAY U R�NFER Gas Piping B . '�`-� City of Tukw0a { . f ' ,- N o Da • - r.J L*) ��iN I� toN0l uti.Dl� f:IViSl�iitl - .-'o N o - ULTA TUKILA A ®S 0R 191� _Jr-r- E) I ) I _'____D City of Tukwila .. M - BUiLDiN� DIVISION 3 L 1%tah, ff 'a K , =- O or ,., Pm'b'E M "'IN D E L fl "'knu U . % 002'6' E ! _. P I . %a Wl it itS b-u3 6 U � L CL- --------- ___..' I x %wo AkTI'l"41% 0 OLTA r%To P" U 'ON F AN EXI bAw I %J %J :°"�f 1 REVISIONS 11 O- o n �' FIB 2 No changes shall be made to the scope COD co �N/ - t i M of %stork t��ithout prior approval of CA 4- � % ,, P-! ulauPa Building Division. Ic - . O_ a _ t: °; €.' �6 i NOTE: Revisions will require a nc%,j plan submittal 5 SCALE , I;g; c01MG O, 7: 0' , and may include additional plan review/ fees. I + SSITE PLAN -if�m N.T.S. SITE LOCATION: THE INTENT OF THE SCOPE CONTAINED WITHIN THESE DOCUMENTS RELATES TO THE INTERIOR REMODELING 1. IF SIGNIFICANT DISCREPANCIES OR CONFLICTS IN THE DETAILS OR DIMENSION ARISE, OR IF UNFORESEEN CONDITIONS IN THE EXISTING BUILDING APPLICABLE CODES DRAWING INDEX STORE NO.191 /BUILD -OUT OF A MERCANTILE/ INTERIOR SPACE CONTAINED WITHIN AN EXISTING SHELL BUILDING. THE ARCHITECT PROCEEDING. ETHE DING. ABILITY TO PERFORM THE WORK AS DESCRIBED AND/OR DETAILED. THEN REPORT SUCH OCCURRENCES TO THE ARCHITECT BEFORE PROCEEDING. PARKWAY SUPERCENTER HAS NOT INSPECTED THE CONDITIONS OR THE INTEGRITY OF THE EXISTING SHELL BUILDING AND SHALL NOT ASSUME 2. Do NOT SCALE DRAWINGS -WRITTEN DIMENSIONS TAKE PRECEDENT. BUILDING: WASHINGTON STATE BUILDING CODE, WAC CHAPTER 51-50 (2012 IBC) REVISION SHEET SHEET NAME 17320 S CENTER PARKWAY RESPONSIBILITY OR LIABILITY FOR SAME. THE RESPONSIBILITY AND LIABILITY FOR THE EXISTING SHELL BUILDING 3. ALL THINGS SHOWN ARE NEWAND PROVIDED BY TENANT GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. MECHANICAL: WASHINGTON STATE BUILDING CODE, WAC CHAPTER 51-52 (2012 IBC) 02/12/15 1128/15 # 4. ALL WALL CONSTRUCTION FACING RESTROOM AREAS MUST UTILIZE MOISTURE RESISTANT GYPSUM BOARD. -� TUKWILA, WA 98188 CONDITIONS AND INTEGRITY, AND FOR THE CONFORMANCE OF THE EXISTING BUILDING SHELL TO ALL APPLICABLE 5. ALL DOORS TO BE KEYLESS IN DIRECTION OF EGRESS. PLUMBING: WASHINGTON STATE BUILDING CODE, WAC CHAPTER 51-56 AND 51-57 (2012 UPC) CS-1 COVER SHEET 6. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED: ELECTRICAL: WASHINGTON CITIES 2011 CS-2 RESPONSIBILITY SCHEDULE 2 - LANDLORD LOCAL CODES AND ENVIRONMENTAL REQUIREMENTS, IS SOLELY THAT OF OTHERS, AND NOT THAT OF THE ARCHITECT. A. 5.0 L.B.F. (22.2N) FOR INTERIOR DOORS WITHOUT CLOSURES. KIMCO REALTY THE ARCHITECT'S SCOPE OF WORK IS STRICTLY LIMITED SOLELY TO THE INTERIOR BUILD -OUT OF AN EXISTING B. 15 L.B.F. (67N) FOR ALL OTHER DOORS. I S WASHINGTON STATE BUILDING CODE WAC CHAPTER 51-54 (2012 IFC) CS-3 VENDOR CONTACTS & SUBMITTALS 7. DOORS INDICATED AS PART OF THE REQUIRED MEANS OF EGRESS SHALL HAVE HARDWARE WHICH IS READILY OPERABLE FROM THE EGRESS SIDE 3535 FACTORIA BLVD SE, SUITE 520 INTERIOR SPACE LOCATED WITHIN AN EXISTING SHELL BUILDING. WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. ACCESSIBILITY: 2009 ICC/ANSI A117.1 HC1.1 ACCESSIBILITY DETAILS BELLEVUE, WA 98006 8. ALL WALL AND CEILING FINISHES TO BE CLASS B OR BETTER, FLAME SPREAD 26 75 WITH MAXIMUM SMOKE DEVELOPED of 450. ENERGY CONSERVATION: 2012 WASHINGTON STATE ENERGY CODE D-1 DEMOLITION PLAN T: (425) 641-9717 10. FLOOR COVER TRIM TO BE CLASS C, RINGS TO HAVE FLAME SPREAD RATTING NOT TO EXCEEDTH U5SMOKE DEVELOPED OF 450. A0.0 PHASING PLAN CONTACT: MATT BARKER 11. ALL COMBUSTIBLE INTERIOR FINISH AND TRIM ITEMS ARE TO BE APPLIED DIRECTLY TO A NON-COMBUSTIBLE BASE. OCCUPANCY LOAD CALCULATIONS AO.1 PHASING 1 AND PHASING 1A PLAN EMAIL: MBARKER@KIMCOREALTY.COM 12. PROVIDE FIRE EXTINGUISHERS AS REQUIRED PER APPLICABLE CODES AND COORDINATE EXACT LOCATION WITH FIRE MARSHAL. 13. PROVIDE AND INSTALL OCCUPANCY SIGN IN A CONSPICUOUS LOCATION IN ACCORDANCE WITH STATE AND LOCAL CODES. GROSS AREA: 11,924 S.F. AO.2 PHASING 2 PLAN 14. ALL EXTERIOR WORK AND BUILDING SHELL WORK, INCLUDING THE STRUCTURAL INTEGRITY OF EXTERIOR WALLS, AND ROOF, AND ITS ABILITY TO MERCANTILE AREA: 8,388 SQ,FT.130 SQ.FT. PER PERSON - 280 AO.3 PHASING 3 PLAN TENANT PROJECT MANAGER SUPPORT THE TENANTS AWNING AND/OR SIGNAGE OR ANY OTHER ELEMENTS, IS THE RESPONSIBILITY OF THE LANDLORD. ALL OF THE WORK SHALL BE ULTA BEAUTY HANDLED UNDER SEPARATE PERMIT AND IS NOT A PART OF THESE PERMIT DRAWINGS. THIS SHALL INCLUDE VERIFICATION OF ANY EXISTING BUSINESS AREA: 2,468 SQ.FT./100 SQ.FT. PER PERSON = 25 . AO.4 PHASING 4 PLAN WINDHAM LAKES BUSINESS PARK - S C 0 P E 0 F WO RK STAT E M E N T SCALE CONDITIONS AND BUILDING STRUCTURE THAT IS A PART OF THE LANDLORD'S WORK AS DESCRIBED IN THE LEASE AGREEMENT BETWEEN ULTA AND NONE LANDLORD. STAGING AREA: 1,068 SQ.FT.1300 SQ.FT. PER PERSON = 4 A0.5 PHASING 5 PLAN 1135 ARBOR DRIVE 15. SIGNAGE AS SHOWN IN THESE DRAWINGS IS SCHEMATIC ONLY FOR ILLUSTRATION PURPOSES AND DOES NOT IMPLY OR DESCRIBE ANY MEANS, TOTAL OCCUPANCY: 309 PERSONS A0,6 PHASING 6 PLAN R 35 ARB R IL 6E446 METHODS, OR DETAILS PERTAINING TO INSTALLATION OF THE AWNING OR SIGNAGE. IT SHALL BE SOLELY THE SIGN CONTRACTOR'S RESPONSIBILITY TO A AREA FLR. FLOOR P.V.C. POLY VINYL CHLORIDE DESIGN FABRICATE, AND INSTALL THE SIGN UNDER SEPARATE PERMIT. ANY AND ALL STRUCTURAL CONSIDERATIONS SHALL BE COORDINATED AO.7 PHASING 7 PLAN I T: (650) 867-0024 A.B. ANCHOR BOLT F.R.P. FIBERGLASS REINFORCED PVMT. PAVEMENT BETWEEN THE SIGNAGE CONTRACTOR LANDLORD AND HIS DESIGN PROFESSIONALS. THE AWNING/SIGN CONTRACTOR SHALL SUBMIT SHOP DRAWINGS BUILDING REQUIREMENTS CONTACT: DAVID SCULLION A.C.I. AMERICAN CONCRETE PLASTIC QTY. QUANTITY DESCRIBING THE AWNING/SIGNAGE DESIGN INCLUDING FINISHES, COLORS AND DESIGN DIMENSIONS TO THE OWNER FOR DESIGN INTENT REVIEW ONLY A1.0 MERCHANDISE PLAN INSTITUTE FT. FEET/FOOT R.A. RETURN AIR PRIOR TOAWNINGISIGN FABRICATION. DESCRIPTION CODE SECTION REQUIREMENTS A1.1 FIXTURE PLAN AND SPECIFICATIONS EMAIL: DWSCULLION@COMCAST.NET ACOUST. ACOUSTICAL FTG. FOOTING R.IRAD. RADIUS 16. SPRINKLER WORK WHERE NEW OR WHERE MODIFICATIONS TO EXISTING SYSTEMS ARE REQUIRED BY CODE OR CONSTRUCTION CONDITIONS SHALL BE � �t A.D.A. AMERICANS WITH GA. GAGE/GAUGE R.D. ROOF DRAIN SUBMITTED UNDER SEPARATE PERMIT BY A LICENSED SPRINKLER CONTRACTOR. TIE SPRINKLER AND FIRE ALARM INTO BASE BUILDING FIRE USE GROUP: IBC CHAPTER 3, SECTION 309 M (MERCANTILE) A2.0 DIMENSION PLAN, DETAILS & WALL TYPES rt�._ 11 ARCHITECT DISABILITIESACT G.C. GENERAL CONTRACTOR RECPT. RECEPTACLE PROTECTION SYSTEM. ADH. ADHESIVE GALV. GALVANIZED REINF. REINFORCING 17. G.C. TO INSURE THAT PROPER ENVIRONMENTAL CONDITIONS ARE MET FOR THE INSTALLATION OF ALL INTERIOR FINISHES. NUMBER OF STORIES: 1 A2.1 ENLARGED SALON PLAN31 I" I 4 VA ROBERT G. LYON AND ASSOCIATES ADJ. ADJACENT GD. GRADE REQ'D. REQUIRED 18. REFER TO FIXTURE MANUAL FOR INFORMATION ON ALL FIXTURES. CONSTRUCTION TYPE: IBC TABLE 601 TYPE II-B (EXIST. NO CHANGE) A2,2 STUD FRAMING AND WALL BLOCKING DETAILS 5100 RIVER ROAD, SUITE 125 A.F.F. ABOVE FINISHED FLOOR GL. GLASS RM. ROOM 19. NO ELEMENTS ARE TO BE ATTACHED TO OR SUPPORTED FROM THE ROOF DECK OR BOTTOM CHORD OF ROOF JOISTS. 84 '_7 AHJ AUTHORITY HAVING GYP. GYPSUM R.O. ROUGH OPENING FIRE SPRINKLERS: IBC SECTIONS 506.3, 507.3 FULLY SPRINKLERED A2,3 DOOR & HARDWARE SCHEDULES i;�(';S s'R= i SCHILLER PARK, IL 60176 20, G.C. SHALL NOT USED GAS POWERED CONSTRUCTION EQUIPMENT. JURISDICTION H. HIGH R.R. RESTROOM 21. VERIFY ALL EXISTING CONDITIONS PRIOR TO ANY CONSTRUCTION OR FABRICATION. IF DIFFERENT THAN SHOWN, NOTIFY ENGINEERIARCHITECT SEISMIC CATEGORY: D A3.1A REFLECTED CEILING PLAN AND DETAILS • I� ,11 ' l I ''_'' T: (847) 671-7452 ALT. ALTERNATE H.C. HANDICAP ACCESSIBLE R.T.U. ROOF TOP UNIT IMMEDIATELY FOR MODIFICATION OF DRAWINGS. 3 • F: (847) 671-4200 ALJALUM. ALUMINUM H.C. HOLLOW CORE SAN. SANITARY 22. ALL CONTRACTORS ARE REQUIRED TO COORDINATE THEIR WORK WITH ALL DISCIPLINES TO AVOID CONFLICTS. ALL STRUCTURAL MECHANICAL TENANT AREA: IBC SECTION 507.3 11,924 S.F. AREA OF WORK A3.1 B BID ADDENDUM - REFLECTED CEILING PLAN AND DETAI 1. 1''�r'-1 • -�, � `1 , a AMP. AMPERE H.D. HIGH DENSITY S.C. SOLID CORE"" G' "' ` 'r`" ' J� CONTACT: JOSEPH GEOGHEGAN ELECTRICAL AND PLUMBING ASPECTS ARE NOT IN THE SCOPE OF THESE DRAWINGS. THEREFORE, ALL REQUIRED MATERIALS AND WORK MAY NOT BE OCCUPANT LOAD: 309 PERSONS A3,2 ELLARGED SALON RCP AND DETAILS jet k o; Yt;<;;:'f i:';,. I ;r; ) MOD. ANODIZED HDR. HEADER SCHD. SCHEDULE INDICATED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THESE DRAWINGS WITH ALL OTHER CONSTRUCTION DOCUMENTS. LOCATIONS, PLEASE CONTACT PROJECT A.N.S.I AMERICAN NATIONAL HOW. HARDWARE SECT. SECTION SIZES AND NUMBERS OF ALL OPENINGS MAY NOT BE COMPLETELY INDICATED IN THE ARCHITECTURAL DRAWINGS. THE RESPECTIVE CONTRACTOR NUMBER OF EXITS: IBC TABLE 1018.1 2 REQUIRED A4.1 FLOOR FINISH PLAN, SCHEDULE & DETAILS S COORDINATOR FOR ALL INQUIRIES. STANDARDS INSTITUTE HDWD. HARDWOOD SERV. SERVICE SHALL VERIFY THEIR WORK WITH ALL OTHER DISCIPLINES. 2 PROVIDED A6.1 INTERIOR ELEVATIONS It IN APPROX. APPROXIMATE H.M. HOLLOW METAL SEV. SEVER 23. THE CONTRACT DOCUMENTS DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO ARCH. ARCHITECT H.P. HIGH OUTPUT SF. STOREFRONT PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT LIMITED TO, BRACING, SHORING, UNDERPINNING, ETC. EXIT WIDTH: IBC TABLE 1005.1 62" REQUIRED A6.2 INTERIOR ELEVATIONS AND 1THEA DRAWINGS AND SPECIFICATIONS PROJECT COORDINATOR A.S.T.M AMERICAN SOCIETY FOR HORIZ. HORIZONTAL SHT. SHEET AND ID DESIGNS ANDARRAN SHALL ARCHITECT IS NOT RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES OR SAFETY PROCEDURES DURING REMAIN D THEREBY ARE AND SHALL RGLA SOLUTIONS, INC. TESTING MATERIALS H.P. HIGH POINT SIM. SIMILAR 120"PROVIDED A6.3 INTERIOR ELEVATIONS �; CONSTRUCTION. REMAIN T PROPERTY OF THIS OFFICE: AND AVG. AVERAGE H.R.C. HEATING AND S.J. SAWCUT JOINT DI PLOSEART T OF SHALL BE COPIED, 5100 RIVER ROAD, SUITE 125 MAX. TRAVEL DIST.: IBC TABLE 1016.1 250-FT. MAX, A7.1 EXTERIOR ELEVATION DISCLOSED OTHANYWORKORPRJ BID BOTTOM OF REFRIGERATION SM. SMALL OTHER mi ANY WORK OR PROJECT OTHER THAN E SPECIFIC PROJECT FOR SCHILLER PARK, IL 60176 () REQUIRED PLUMBING FIXTURES A7.2 EXTERIOR DETAILS wHIELOP THEY BEEN PREPARED AND BD. BOARD CONTRACTORS SPECS. SPECIFICATIONS ELOPED OUT THE WRITTEN CONSENT T: (847) 916-2715 BEV. BEVERAGE HT. HEIGHT SPRINK. SPRINKLERS rHls OFFICRAW/ VISUAL CONTACT WITH F: (847) 671-4200 BLDG. BUILDING H.VA.0 HEATING, VENTILATION, SQ. SQUARE MALE FEMALE A7.3 BID ADDENDUM - EXTERIOR ELEVATION DRAWIN ORSPECIFICATIONSSSHALL CO E C CLUSIVE EVIDENCE OF B.F.P. BACKFLOW PREVENTER AIR CONDITION SQ. FT. SQUARE FEET ACCE THESE RESTRICTIONS. CONTACT: ROBERT LENGFELDER BILK. BLACK HZ. HERTZ s.s.,sls STAINLESS STEEL LAVATORIES: IBC TABLE 2902.1 1 REQUIRED 1 REQUIRED A8.1 CONSTRUCTION DETAILS WRITTEN DIMENSIONS ON THESE DRAWINGS OVER SCALED EMAIL: RLENGFELDER@RGLA.COM 1 PROVIDED 1 PROVIDED A8.2 CONSTRUCTION DETAILS SHALLENSIONS:CON CONTRDENCEACTORS SSHALLVERI BLICG. BLOCKING I.G. ISOLATED GROUND STD. STANDARD DIMENSIONS: CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS BRG. BEARING IN. INCHES STL. STEEL TOILETS: IBC TABLE 2902.1 1 REQUIRED 1 REQUIRED A8.3 CONSTRUCTION DETAILS AND COMUTIONSONTHEJOFANDTHIS OFFICE MUST BE NOTIFIED OF ANY BRKT. BRACKET INCL. INCLUDED STN. STATION VARIATIONS FROM THE DIMENSIONS AND MEP ENGINEER BTM. BOTTOM INFO. INFORMATION STRUCT. STRUCTUREI-AL 1 PROVIDED 1 PROVIDED F1.1A PERIMETER FIXTURE DETAILS CONDITIONS SHOWN MUST BESUBMI DRAWINGS SUBMITTED SHOP DETAILS MUST BE SUBMITTED TO THIS HENDERSON ENGINEERS INC. BTN. BETWEEN INSTL. INSTALLATION/INSTALLED SUPPL. SUPPLYI-IED OFFICE FOR APPROVAL BEFORE PROCEEDING CAB. CABINET ISUL. INSULATION SUSP. SUSPENDED DRINKING FOUNTAIN: IBC TABLE 2902.1 1 REQUIRED F1.1 B PERIMETER FIXTURE DETAILS AND ELEV. WITH FABRICATION. 8345 LENEXA DRIVE, SUITE 300 C.F.M. CUBIC FEET PER MINUTE INT. INTERIOR TIO TOP OF 1 PROVIDED (HI-LO) SP-1 SPECIFICATIONS 02015 RGLA SOLUTIONS, INC. LENEXA, KANSAS 66214-695 C.G.F. COMPACTED GRANULAR J-BOX JUNCTION BOX TB. THROUGHBOLT0 2015 ROBERT G. LYON & ASSOCIATES, INC. T: (913) 307 5300 FILL JST. JOIST T&B TOP AND BOTTOM SERVICE SINK: IBC TABLE 2902.1 til REQUIRED SP-2 SPECIFICATIONS F: (913) 307 5400 C.J. CONTROL JOINT JT. JOINT T&G TONGUE AND GROOVE PROVIDED SP-3 SPECIFICATIONS WWW.HENDERSONENGINEERS,COM C.L. CENTERLINE K.S.I. KIPS PER SQUARE INCH TEMP. TEMPERED CLG. CEILING LAM. LAMINATE T.G.C. TENANT GENERAL SP-4 SPECIFICATIONS CONTACT: JOHN PASSANTINO CLOS. CLOSET LAV. LAVATORY CONTRACTOR SP-5 VINYL FLOOR TILE SPECIFICATIONS CLR. CLEAR LBF, POUNDS FORCE THRU THROUGH STRUCTURAL ENGINEER C.M.U. CONCRETE LBS. POUNDS TYP. TYPICAL MP-1 MECHANICAL AND PLUMBING ROOF PLANS MASONRY UNIT L.F. LINEAL FOOT U.L. UNDERWRITERS BSE STRUCTURAL ENGINEERING, LLC CNTR. COUNTER L.G.C. LANDLORD'S GENERAL LABORATORIES MD-1 MECHANICAL DEMOLITION PLAN i U 9911 PFLUMM CO. COMPANY CONTRACTOR U.N.O. UNLESS NOTED M-1 MECHANICAL REFLECTED CEILING PLAN B E A U T Y COL. COLUMN L.P. LOW POINT OTHERWISE LENEXA, KS 66215 CONC. CONCRETE LL LANDLORD UV. ULTRAVIOLET M-2 ENLARGED REFLECTED CEILING PLAN T: (913) 492-7400 COND. CONDUIT MA. MILLIAMPERE V. VOLTI VOLTAGE M-3 MECHANICAL SCHEDULES AND DETAILS CONTACT: KEVIN BOEHRINGER CONN. CONNECTION MATL. MATERIAL V.B. VAPOR BARRIER � SCALE SCALE CONSTR. CONSTRUCTION MAX. MAXIMUM V.C. VOLUME CONTROL - GENERALNOTES NONE CODE AND BUILDING SUMMARY NONE M-4 MECHANICAL SPECIFICATIONS CONT. CONTINUOUS MECH. MECHANICAL V.C.T. VINYL COMPOSITION TILE M-5 MECHANICAL SPECIFICATIONS ULTA #191 GAS CONTR. CONTRACTOR MFG.IMANUF. MANUFACTURER V.I.F. VERIFY IN FIELD PARKWAY SUPERCENTER CORP. CORPORATE MIN. MINIMUM V.P. VENT PIPE SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION PD-1 PLUMBING DEMOLITION PLAN PUGET SOUND ENERGY hfn „ 17320 S. CENTER PARKWAY C.T. CERAMIC TILE MISC. MISCELLANEOUS VERT. VERTICAL ./,<;;, ; �� f�, 'ffi: T: (888) 225-5773 C.S.I. CONSTRUCTION MM. MILLIMETER W. WIDE{ii„ ,,,;i ' ; x;; off , j%` of take P-1 PLUMBING PLANS AND NOTES TUKWILA, WA 98188 ' '� / ��/ // / j L 4:./ 4 SPECIFICATIONS M.O. MASONRY OPENING WI WIO WITHIWITHOUT ` r "" /� Y" P-2 SANITARY IS :os , k�yf<•';',sf`ssv;`'%fx•, �i'� Ea cc>�8f fllfR H�aa Xlt&. - INSTITUTE M.R. MOISTURE RESISTANT W,B. WALL BASE`h ' ` �`� `�' / / <x / , ELECTRICITY #ELEVATION TAG- # WALL TYPE TAG- '% ii,ff �� ,az��� %'', CU. CUBIC MSRY. MASONRY W.B.C. WHITE BOX CONTRACTOR SECTION TAG- /0__� , , ;f , a /// P-3 WATER ISOMETRIC 3 f/�% erg' eY/s wY.lfiK ':fssf•/£?..%t n1'?" ' a %/' !% rr z 2 h SEATTLE CITY LIGHT SEE DWG. AS SEE WALL TYPE,,:, %� s�;r,'»:»---,..:.: 3 •%.f,' hKM CUST. CUSTOMER MTD. MOUNTED W.C. WATER CLOSET2- SEE DWG, AS ".'' ' %°�"�" ' '., =f'..' '�"-' _ �tur _y1iIN j/fS�aaEu' kin �. P-4 PLUMBING SCHEDULES & SPECIFICATIONS T: (206) 684-3000 NOTED LEGEND y s 12n r/ D. DEPTH MTL. METAL WD. WOOD / % '% "' % / '� "'"" �0 ' NOTED /� f >r r � � „� .: ,; � t 9 DBL. DOUBLE NIA NOTAPPLIGABLE WDW. WINDOW ,, „/ ;;,, // �/' <, f �'=f T=j P-5 PLUMBING DETAILS 4 / 9 . 4/ DEG. DEGREES N.I.C. NOT IN CONTRACT W.H. WATER HEATER ,«« £rya u / '3 fa car/ %'� WATER DIA. DIAMETER // ' f , , sN Y y / `/ P-6 PLUMBING SPECIFICATIONS ��' 15 fmf/ /�'' i / , N Ff>1' :s!f ss!! DXfnc.& .Mask ', s y .., NOM. NOMINAL WK. WORK / ♦ f/� ray, HIGHLINE WATER DISTRICT DIM. DIMENSION NO.INUM. NUMBER WP. WATERPROOF ffff/,,,.� ,Y,�h/ , � /„ ,�,., ,., , b�7 P-7 PLUMBING SPECIFICATIONS DISC. DISCONNECT N.T.S. NOT TO SCALE WT. WEIGHT XXX SQ. FT. % ;/ kw� %,�, :� F� /' :: ' ai , 6� f iai/ ::i£::z;;a• •:.S%;f%% . ,if �/ vh. E f✓ r[ / < T: 206 824-0375 „ %fy %/' :;:: .;,, /;;,:fix y „ E01 ONE LINE DIAGRAM &LIGHTING SCHEDULE ( DN. DOWN O.A. OVERALL W.W.F WELDED WIRE FABRIC ROOM-NAME2 /• , o CENTER DETAIL TAG- ROOM -NAME Sri//%, %�, %'>ti f••; ; t'%; y� r' �; %� ` / f COVER SHEET DR. DOOR O.C. N NT R # FINISH TAG- SEE ROOM NUMBER ",,•,;, ,s ' £�z " /.i/ EO-2 PANEL SCHEDULES j/ fA Yfosn/ / �/:.s.sr._f'xi .''��9'/•'% b£,4ft%/:f ksf;a.v /// xt>x fkY .rr DTL. DETAIL O.D. OUTSIDE DIAMETER SEE DWG. AS #:qf " / ."," ''� / XXX sf.�5�%':4£i;£££s<': %�`F'Lsfs':/' >:...... ..i :/f..:x� ,.:; :.::�` :: DWG. DRAWINGS O.H. OPPOSITE HAND FINISH LEGEND TAG , T: �L�� �n EO-3 ROOF PLAN &ARCH LIGHTING ELEVATIONSRECEIVED DWLS. DOWELS OPNG. OPENING 9 / /// u<x y3 �� rr/ / f NOTED ' 1. • �%' ` % i $aDfGB / taYuG'tr x,. ra n�l / rsc;Ywaf ya , ��%;'f ' % -% -fff •••••• % nt �� �/ �rh ?£` ° ' E1-1 FLOOR PLAN -LIGHTING CITY OF TUKWILA EA. EACH OPT. OPTIONAL f, %�, ;, r [, ,r �3f , Lm pm h s U z / ' /// a a�.: 3>eve �%% ' / f sX Af>s>.rG / // .. 3' E.LF.S. EXTERIOR INSULATION OPP. OPPOSITE ,;, `�,i y ,,1 f��z / E1-1A FLOOR PLAN - LIGHTING BID ALTERNATE FEB 1 ��� FINISH SYSTEM P.C. PERSONAL COMPUTER 4 �' , %%"''' by I" f ;; -'- �9 � f;a } ; nmx; TN > 1 2-1 FLOOR PLAN - ELECTRICAL DIMENSIONS ELEC.IELECT. ELETRICI AL P.G.0 PRE -CAST CONCRETE $k £X: " 5 i E ELEV.IEL. ELEVATION PH.BD. PHONE BOARD %�111fn5, k�'"� �'£' PERMIT CENTER EMPL. EMPLOYEE PKG. PARKING ELEVATION DOOR TAG- SEES/„ ;� / �, £ f H """';�' �" ''' E2-2 FLOOR PLAN -POWER ��[n r•►rnuir�nrr•n DI DIATC NAME n ueRt1fA16RG RG1/ICI(1MTA(, ��K" xat 1.I.'` ' j�j'` [.d // .a,�y............. % r _`" :;,'. h9.f . F3.1 FI MR PI AN - I (iW \/fll TQ(;F WIRIN(; DRAWN BY TK CHECKED BY SM JOB NUMBER 14192 SHEET NAME CS-1 742 SQ. FT. TRAINING ROOM 105 63 SQ. FT. DM OFFICE 104 63 SQ. FT. OFFICE 103 16 SQ. FT. COAT CLOSET 102 638 SQ. FT. SALON 101 2012 IBC MEANS OF EGRESS ILLUMINATION 1006.1 Illumination required. The means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. 1006.2 Illumination level. The means of egress illumination level shall not be less than 1 foot-candle at the walking surface. 1006.3 Illumination emergency power. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate the following areas: 1. Aisles and unenclosed stairways of rooms that require two or more means of egress. 2. Corridors, exit enclosures and exit passageways... 3. Exterior egress components... 4. Interior exit discharge elements... 5. Exteriorlandings... for exit discharge doorways... 2012 IBC MEANS OF EGRESS ILLUMINATION 1006.3.1 Illumination level under emergency power. Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle and a minimum' at any point of 0.1 foot-candle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle at the end of the emergency lighting time duration. A maximum -to - minimum illumination uniformity ration of 40 to 1 shall not be exceeded. Note to city inspectors: The yellow hi-lighted/clouded path is the portion of the egress system that is required to be tested to confirm compliance with section 1006.4 IBC. ALLIED PANEL (AP54) PLACEMENT NOTES: HAIR FASHIONS - ALL ALLIED PANELS HAIR ACCESSORIES - ALL ALLIED PANELS COSMETIC APPLICATORS - ALL ALLIED PANELS TRIAL - ALL ALLIED PANELS PRO BRUSH -1 ALLIED PANEL AT OUTSIDE END BATH ACCESSORIES - ALL ALLIED PANELS MASS COSMETICS - ALL ALLIED PANELS - NO DIVIDER PANELS EAST HAIR - ALLIED PANEL WHEN THERE IS 24' OF MASS COSMETICS ON THE WALL THE BRANDS THAT WILL GO IN THAT LINEAR WILL ALWAYS BE ALMAY AND REVLON. FOR THOSE BRANDS, THE OUTRIGGERS THAT GO ON THE PERIMETER WALL DO NOT GO ON THOSE SECTIONS DUE TO THE CABINETRY BEING USED BY THE VENDOR. 62 SQ. FT. 16 SQ. FT. 329 SQ. FT. 62 SQ. FT. MEDIA 28 SQ. FT. 224 SQ. FT. 163 SQ. FT. 81 SQ. FT. STOCK SHAMPOO/ 991 SQ. FT. 77 SQ. FT. MEDIA CLOSET CLOSET CORRIDOR WOMENS MENS CLOSET DRYING STAGING FIRE RISER CLOSET 106 107 108 15 109 110 111 112 14 F113 I F 114 13 16 106 s P0 MON-0-0 i 0 0 F _ P ................... .. ■ �IM MIM �1M 1I� 3 0 3 N N N J J J N N X (mV X X J J J X X X 6. W513 E-y _ W W-8 W-8 W 8 ,a • T10 L------J I Ih II jj G1 Pet PCA G15 PCA 15 PC G1: ,\ I � ` I I Z 2A COLOR STATION NOIIVIS OOdWVHS SLO SL O SL O G1 -1; C-45 COAT A o C®G L EXIS NG ELEC. ROOM T-15 A N.I.. 9 I I�m o� I M m T-08 C-15 C-15 C-15 T-08 ZM ZM ZM ZM FM I Z-M „ 513 116 SQ. FT. �9. ( I I CORRIDOR b tiy:% 115 ; tih i !v X-3A X-3B X-313 — m B < T25 X-3A X-38 X-3B X-3B ld X-3A I X-3B_Lj X-38 T T — F —I—I -T I ®, / X SALON N STATION Elg D DFUI [Of D MI D OPMI 1113 a. 835 4-H'J RRORL X-03A X-3A X-3B X-38 X SALON Moog CHAIR ' J / ¢ J . N > a -2131 X-2B-L X-2B-L X-2A-L ,,�5 ZSLW-8 X-3A X-36 X-3B N CHAIR CHAR SALON waTING AREA J > -2B-L X-2B-L X-213-L BEE1L_ r X-30C M-525 y - } s e ¢ m g1 X > .2B.L X-26-1 X-28-1 X-2A-L r ElLE 4MLjX4ML X-30C — M-525, J > X.291 X-2B-L X.2B-L X-2A.L L 1-HD J �mv } D X-3A X-3B X-36 — IFF X M-524 3 C Ito ' 3 aey4.,p? m X-3A m X-3B X-38 Y X Qy� �i9 P P NOTE: EMERGENCY AND EXIT LIGHTING IS TO BE LOCATED THROUGH OUT THE THE ENTIRETY OF THE STORE. REFER TO SHEETS E1-1 AND E1-1A FOR MORE INFORMATION. EMERGENCY LIGHTS SHALL HAVE A AVERAGE OF 1 FOOT-CANDLE AND MINIMUM OF 0.1 FOOT-CANDLE MEASURED ALONG THE PATH OF EGRESS AT THE FLOOR LEVEL 116 SQ. FT. M52 M-526 X 42 O VESTIBULE 116 ¢ ' Z-5-L-5B — AL-M2 AL-W AL-W AL-M2 AL-M2 D B EGRESS PLAN SCALE 118"=1'-0" 2 SQ. FT. AINING t00M 105 3 SQ. FT. OFFICE 104 3 SQ. FT. FFICE 103 6 SQ. FT. COAT .LOSET 102 8 SQ. FT. ALON 101 1,128 SQ. FT. ALES 100 RESTROOM EAS SECURITY WALL MOUNTED DEVICE 28 SQ. FT. 224 SQ. FT. CLOSET CORRIDOR 107 108 15 16 SQ. FT. 329 SQ. FT. 163 SQ. FT. 81 SQ. FT. STOCK SHAMPOO/ NOMENS MENS CLOSET DRYING 109 1 110 111 112 991 SQ. FT. STAGING 14 113 77 SQ. FT, FIRE RISER 1� SL-O SL-O r — I EJ _ _ RANC I I I L L JL L JL J L J ( I Lz-c zz-o cL G EXIELEC. ROOM r T10 L------J NG n II N. I. IC. L_ A PCA PCA PCA g uc G1 G15 15 G15E ID I O LL m VEND conrs M m SL O SL O SL 0 SL O SL 0 G1 15 C-15 C-15 C-15 C-15 TZ ]- trZ-M Z-M Z M Z M Z M Z M Z M / Kiner G \ M 51: ��— J I I _I/ a�HD � � C-45 DERMALOGICA U �� - a dwv d 7 COAT w Juice _ NOIIVISOOdWVHS a ° Mario Bodescu 6' Bty �+ T U FOWINGTABLES 0 0 / i- F .Ih H!E�F_X3A OLO¢ L o PR:E W. I ( o Dr1.5 1.5 1.5 1,5 M,1.5 ,1,5a — 6£-14 D S S D 9 v� I I w Pr m Pr m Promo PROJECTOR SCREEN PRESTIGE K o j DRY ERASE BOARD 0 0 s PR w w ,;.. ,,., -;<� -,. ,,;•,,: ; ,::::::.;;,.,:: ; ':;, a Pro Sun 6 Promo 1 1 5 L M o,.;, � �, a � c M513 W-5 W-0 W-4 W-4 W-4 W-0 Z-2A o >, blend ¢ COLOR STATION U rn a4,Fi a I 7C ; '� 1%8ken I v q_ �' A Hair 4H SALON HAIRCARE L — J �"' < Exu 'once Mulad 6' 7125 wPur Mlnerols 6' Arden tOX-3A X-3B X-3B X-3B :.1 < c < ° YLA l LA l-L-.l o o' Y-1-L o' Y-1 L saoN RHERONO w -3A w oleon O Y - m CHAIR Q. J o a_ N J t0 = J lsX N m J O J E a m a r, m ¢ m �. I; X X X o N I X ° X SALON N sranoN UJaponesque Caro P o —TT—�1--I—I--f w g U—,ID u�i-D D T iD O u i-D s H0 0 w QI N p O Z O MIRROR �IRROR� MIRRORPMIRROR� V 8 8' ..• > c J 0 J 75° m° J ° - J> XAM tl1 y L o m io rn u m v N m .°+ m= (V c- a3Y-3A B tfWB a EW `c a= 0 O x L� Y X 7 X .� O X U SALON SALON SALON SALON E n - N c d c� cHaR CHAIR cHaR CHAR Men's Grooming Men's Skincore 8' s m c i� - to t O m `o CL m' 0 rn Y � Pro Hair 6' Lipstick s � o r-w o ¢ o v j a < YX � ih a ? E ?. � > °o } � r � w Queen it cosme IUD a - o ° a- � a U M 52s X-3A it b?LKh- g'-3R SLW-B Men's Fragrances 16' CHAIR CHAIR SALON WAITING AREA 3 Y-4-1. I >� 2B-L 2�28 L X-2B-L X-2A-L a o = _ — — m m 14 � — y o J o W M525 y Y M-525 1 X-30C ° Y E m I ai 2 2 y o o al = 6} AL-B3 3 C H X O O °� c c o c °� a s,oa o c z __ `o o x o J o J o ¢ ° ;r ENEFIT x rgia solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rgia.com REVISIONS: DATE: LL & ULTA REVIEW 01/28/2015 BID ISSUE 01/28/2015 PERMIT ISSUE 01/28/2015 PERMIT COMMENTS - 0211212015 a7 lC) CO N O E r N U - Ca a� D) 3 �Goc C +' o 3 Of EL 3 c 0 o m > o � Iv' O c� 012 C= can a� 5284 R 116 SQ. FT. CORRIDOR 115 V-1f" �. DOVE D INGS AND SPE CATIONS AN EAS. DE S AND ARRAN MENTS B REP SENTED EBY ARE AND SHALL RE THE PRO TY OF THIS OFFICE: AND NO P THEREOF L BE COPIED, DISCL D TO OTH OR USED IN THE CONNE ION WITH A ORK OR PROJECT OTHER THESPE PROJECT FOR WHICH HAVE BEE PARED AND DEVELO WITHOUT ITTEN CONSENT \OF THIS ICE. VISUAL NTACTWITH THESE D INGS OR SPECIFICATIONS SHALL ONSTI CONCLUSIVE EVIDENCE OF E OF THESE RESTRICTIONS. WRI ENSIONS ON THESE DRAWINGS SHALL PRECEDENCE OVER SCALED DIMENSIONS: CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NO OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. 0 2015 RGLA SOLUTIONS, INC. 02015 ROBERT G. LYON &ASSOCIATES, INC. W W X = > J -2B-L EX-2B-L X-2B-LH— E-1 Y J - V _ o_ o_ o o W 11 H O 0 X C 4ML c 0 C m m STYLING TOOLS 3 3° 3 # XSOC Pro Nail12' L-----� 6 5 4 3 2 1 J L X-2B-L C B 1 Hlg a Tools 8' > X-28 L 7<-2A-L c 4L w Torte 9' n 12 v A� 15 ( o �; mar L 'S N LO W m o m ° m E m m tige Bath w -3,q y_�p .xy'3B X° S X 44 U z >* X J 09RbO 9- N m L X B Ttt a CARE q e figs M-524 3 d do JX t T=>yyt L4Acc's 8' ath 8' ^th 4' a E 'a J m J d4SdV ti Qym E±DJ gl9 s2p � W Too Faced 9' AL-1� W 13 14 a UN Ito �cN � X- X- k�313]4 J J al J 0- J J "' X x m m N Z X ,b gm g COLOR COSMETICS m Q m N ° �. 0 d> s} \ N .a o� U J a J 0 J J J Ha- N N 10 L C m E m N z m J m $ v, m ° N X 2 ° °' s ,� o 10 ° I X-076 eMiner s 41 N a7 O. N Y 47 1 E mP �P V —, m LL U C J C N a N c ° o < r m °� > o a rn E x 4 _ Cn %� z N a a U ° a X C AL -A aL,n x-02 BARE - 77 LUN W I° WCY xa4x-s xa M52 M-526 O Lip Solutions EC ssence EC Eylure EC Jane ECFM Par MASS COSMETICS - X-01 JL M513 kin care 36' f1l --- - -- -- Ur Z-5-L-56 — — W-8 W-8 W-8 W-8 W B AL-M2 AL-M2 o a-M2 MERCHANDISE PLAN 116 SQ. FT. VESTIBULE -ST1 II6 RECEIVED 711TY OF TUKWILA FEB 112015 PERMIT CENTER SCALE 1/8"=1'-011 3 ULTA #191 PARKWAY SUPERCENTER 17320 S. CENTER PARKWAY TUKWILA, WA 98188 MERCHANDISE PLAN DRAWN BY TK CHECKED BY SM JOBNUMBER 14192 SHEETNAME A1.0 PLAN KEY NOTES: 1❑ EXISTING DEMISING/BUILDING WALL TO REMAIN 10 G.C. TO PROVIDE (2) 2 x 12 FIRE TREATED WOOD BLOCKING IN WALL FOR LENGTH OF VALANCE. ❑2 G.C. TO FIELD VERIFY COLUMN LOCATIONS AND NOTIFY ARCHITECT AND ULTA CONSTRUCTION ATTACH PLATE WITH 31/2" LONG LAG BOLTS. SEE DETAIL 1/A3.1 FOR ADDTIONAL INFORMATION. PROJECT MANAGER IMMEDIATELY OF ANY DISCREPANCY. Fl-11 REFER TO SHEET P-5 FORIWATER HEATER PROTECTION REQUIREMENTS. n3 PROVIDE (7) ROWS OF 2 x 4 HORIZONTAL FIRE RATED BLOCKING FOR INSTALLATION OF 10'-0" TALL 12 REFER TO ELECTRICAL DRAWINGS AND INTERIOR ELEVATIONS FOR TEMPERATURE SENSOR AND STANDARDS. SEE DETAIL 71A8.3 FOR ADDITIONAL INFORMATION. LIGHT SWITCH LOCATIONS AT OFFICE AND COORDINATE METAL STUD FRAMING. ® G.C. TO PROVIDE PLYWOOD BLOCKING IN WALL FOR MIRRORS. REFER TO ELEVATIONS FOR 13 314" FIRE RATED PLYWOOD FLOOR SLAB TO 6"ABOVE CEILING ON ALL THREE SIDES OF ETAGERE MORE INFORMATION. STORAGE PAINTED P-1. SKIM COAT WALL TO LEVEL 5 FINISH FROM FLOOR TO UNDERSIDE OF ARCH. 14 NOT USED. © CONTINUOUS 4" x 3/4" FIRE -RATED PLYWOOD BACKING PLACED ABOVE GYPSUM BOARD AND SECURE TO GYPSUM BOARD CEILING FRAMING SYSTEM BETWEEN STUDS. TRACK STARTS AT 6" 15 G.C. TO FLAT TAPE ALL WALLS POST INSTALLATION OF FLOORING; G.C. TO FLAT TAPE ALL WALLS FROM INTERIOR PARTITION OR ARCH FIXTURE U.N.O. TO FLOOR FOR WALLS THAT REQUIRE COVE BASE. 0 G.C. TO INSTALL ULTA (FIXTURE CONTRACTOR) SUPPLIED WALL CLEAT AND G.C. SUPPLIED AND 16 PROVIDE FIRE EXTINGUISHER - TYPE 10 #ABC AT 44" MIN TO 5-0" MAX A.F.F. INSTALL FIRE INSTALLED WALL BLOCKING (2 ROWS) AT HEIGHTS INDICATED IN PERIMETER WALL. SECURE EXTINGUISHERS WITH THE MANUFACTURER SUPPLIED HANGERS OR BRACKETS. THEY SHALL BE CLEAT TO BLOCKING. FOR BLOCKING AND LOOSE CLEAT HEIGHTS, REFER TO WALL TYPES ON SECURELY ANCHORED TO THE MOUNTING SURFACE IN ACCORDANCE WITH THE THIS SHEET. MANUFACTURER'S INSTALLATION INSTRUCTIONS. G.C. TO PURCHASE FROM ULTNS VENDOR ® WINDOW SHADES ARE TO BE INSTALLED ON ALL WINDOWS. SHADES WILL NOT BE LOCATED ON (REFER TO CONTACT ON CS-3). TRANSOM AND VESTIBULE WINDOWS. SEE A4.1 FOR SHADE SPECIFICATION. 17 PAIN, PATCH AND REPAIR COLUMNS TO LIKE NEW CONDITION. 09 SEE DETAIL 8/A8.3 FOR WALL BASE INSTALLATION AT PERIMETER FIXTURES. PLAN KEY NOTES NOTE: G.C. TO INSTALL WOOD BLOCKING WITHIN WALL. PATCH/REPAIR GYPSUM BOARD TO ORIGINAL CONDITION WHEN BLOCKING IS REQUIRED INSIDE EXISTING WALLS. STEEL STUD AT 16" O.C. SEE PLAN FOR STUD SIZE 518" GYPSUM BOARD WALL CLEAT WITH 2X8 CONTINUOUS WOOD BLOCKING BEHIND - OCCURS AT PERIMETER WALL FIXTURES ONLY. FURNISHED BY ULTA AND INSTALLED BY G.C. SEE BLOCKING DETAIL 9/A2.2 NAILER RAIL OCCURS AT PERIMETER WALL FIXTURES ONLY. FURNISHED BY ULTA AND INSTALLED BY G.C. 2 I BLOCKING AT WALL FIXTURES TYPICALSCALE NONE 1) THE BOTTOM PLATE OF ALL INTERIOR PARTITIONS SHALL BE ATTACHED AT FLOOR W/ .177 SHANK DIAMETER x 13/4" PENETRATION AT 32" O.C. POWER DRIVEN FASTENER HILTI DS, 0.177" SHANK,11/2" MINIMUM PENETRATION, 2,000 PSI MINIMUM CONCRETE, ESR-1663 2) WALL STUD TABLE: MAXIMUM WALL HEIGHT STUD SIZE SPACING REMARKS 13'-6" 362S162-33 16" O.C. 16'-0" 362S16243 16" O.C. 18'-01, 362S162-54 16" O.C. 20'-0" 362S162-68 ALT. 600S162-33 16" O.C. 22'-0" 60OS162-33 16" O.C. 241.011 60OS162-43 16" O.C. 26'-011 60OS162-54 16" O.C. Fy = 50 KSI 28'-0" 60OS162-54 16" O.C. Fy = 50 KSI 301-011 80OS16243 16" O.C. NOTE: ALL STEEL TO BE MIN. Fy = 33 KSI U.N.O. STUDS WITH FIXTURE ATTACHED TO WALL TO BE BRACED WITH 150U50-54 COLD ROLLED CHANNEL (CRC) AT 4'-0" O.C. VERTICAL. SEE DETAIL 61A2.2. 3) THE TOP TRACK OF EACH FULL HEIGHT WALL SHALL BE ATTACHED DIRECTLY TO THE FRAMING WHEN THE WALL IS PERPENDICULAR TO FRAMING AND TO BLOCKING BETWEEN FRAMING AT 4'-0" WHEN THE WALL IS PARALLEL TO THE FRAMING. 4) PROVIDE MINIMUM 4'-0" HIGH CEMENT BOARD AT FLOOR BEHIND ALL FRP. 5) PROVIDE CEMENT BOARD UNDER ALL WALL TILE. 6) ALL BRACING AND SUSPENDED COMPONENTS ARE FROM STRUCTURE (NOT FROM DECK). DO NOT PENETRATE THROUGH DECK ABOVE. 7) ALL COLD FORMED STEEL FRAMING COMPONENTS BY CLARK DIETRICH, ESR-1166P. 8) INSTALL COLD -FORMED METAL FRAMING ACCORDING TO TABLE AND AISI'S "STANDARD FOR COLD -FORMED STEEL FRAMING - GENERAL PROVISIONS" AND TO MANUFACTURER'S WRITTEN INSTRUCTIONS. 9) WATER-RESISTANT GYPSUM BACKING BOARD SHALL BE USED AS A BASE FOR THE TILE IN WATER CLOSET COMPARTMENT WALLS INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. 10) WALLS TO BE BRACED TO STRUCTURE ABOVE USING ALTERNATING STUDS (3625162-33). MAX. UNBRACED LENGTH OF 4'-0". SEE CONNECTION DETAILS ON SHEET A-8.1. 11) SEE STUD WALL CONSTRUCTION DETAILS ON SHEET A-2.2. CONVERSION TABLE MILS GAUGE 18 25 27 22 33 20 43 18 54 16 68 14 97 12 DEPTH (1/100 IN) FLANGE WIDTH ,,� (1/100IN) 800 J 200 -j54 MEMBERTYPE. 1 L THICKNESS J=JOIST (OR STUD) (MILS=.001") S=STUD T=TRACK 1 1 WALL TYPES NOTE: GAUGE EQUIVALENT STUDS ARE NOT AN ACCEPTABLE ALTERANTE. G.C. TO PROVIDE COPY OF MANUFACTURER'S METAL STUD SUBMITAL TO ARCHITECT PRIOR TO ORDERING. 0 EXISTING DEMISINGI EXTERIOR WALL. PATCH AND REPAIR AS REQUIRED TO MAINTAIN FIRE RATING. LINE OF CEILING - SEE REFLECTED CEILING PLAN G.C. TO VERIFY EXISTING STUD FRAMING, SIZE, SPACING, GAUGE AND FLANGE WIDTH AND REPORT FINDINGS TO ARCHITECTS, LATERALLY BRACE TO STRUCTURE ABOVE. SEE NOTE #10 BELOW.ATTACH TO TOP CHORD OF TRACK WITH (2) #10 SCREWS. NOTE: OFFICE WALLS TO EXTEND TO DECK WI GYP. BD. ON OUTSIDE FACE. SEE A8.2 FOR FRAMING FOR STORAGE ABOVE OFFICE. LINE OF CEILING - SEE REFLECTED CEILING PLAN SOUND ATTENUATED INSULATION 5/8' TYPE "X" GYPSUM BOARD (CEMENT BOARD AS REQUIRED) STEEL STUD AT 16" O.C. SEE PLAN FOR STUD SIZE. POWER DRIVEN FASTENER AT 32" O.C. (TYPICAL) SEE DETAIL 5/A2.2. STEEL STUD RUNNER HOLD GYPSUM BOARD FROM UNFINISHED FLOOR. SEE 8/A8.2 FOR DETAILS AT PERIMETER WALLS AND A4.1 FOR FLOOR FINISH LOCATIONS. LATERALLY BRACE TO STRUCTURE ABOVE. SEE NOTE #10 BELOW. ATTACH TO TOP OF TRACK WITH (2) #10 SCREWS LINE OF CEILING - SEE REFLECTED CEILING PLAN STEEL STUD AT 16' O.C. SEE PLAN FOR STUD SIZE. NOTE: STUDS AND BACK SIDE OF GYPSUM BOARD TO BE PAINTED PRIMED WHITE PRIOR TO GYPSUM BOARD INSTALLATION WHEN WALL IS LOCATED ADJACENT AN EXTERIOR WINDOW LINE OF EXISTING WALL SECURELY. ATTACH NEW STUDS TO EXISTING STUD WALL CONSTRUCTION. 5/8' TYPE "X" GYPSUM BOARD (CEMENT BOARD AS REQUIRED) POWER DRIVEN FASTENERS AT 32" O.C. (TYPICAL) SEE DETAIL 51A2.2. STEEL STUD RUNNER HOLD GYP. BD. FROM UNFINISHED FLOOR. SEE 81A8.2 FOR DETAILS AT PERIMETER WALLS AND A4.1 FOR FLOOR FINISH LOCATIONS. P RE PLANS O SCALE NONE /V LATERALLY BRACE TO STRUCTURE ABOVE. SEE NOTE #10 BELOW. ATTACH TO TOP OF TRACK WITH (2) #10 SCREWS LINE OF CEILING - SEE REFLECTED CEILING PLAN 5/8" TYPE "X" GYPSUM BOARD (CEMENT BOARD AS KEQUIREU) STEEL STUD AT 16" O.C. SEE PLAN FOR STUD SIZE. POWER DRIVEN FASTENERS AT 32" O.C. (TYPICAL) SEE DETAIL 5/A2.2. STEEL STUD RUNNER HOLD GYP. BD. FROM UNFINISHED FLOOR. SEE 81A8.2 FOR DETAILS AT PERMIETER WALLS AND A4.1 FOR FLOOR FINISH LOCATIONS. HPLA PS SECURELY ATTACH TO EXISTING f DEMISING WALL. SEE DETAIL 11A2.2. G BODE GOO PROVIDE WALL BUILD OUT AROUND NEW OPENING TO MATCH EXISTING.'€°;"`"`� O° A2.1- - - - - - - - - - - - - - - - - - - - - - - - - - - -------------------------------------------------------- 62 SQ. FT. 16 SQ. FT. 329 SQ. FT. MEDIA 28 SQ. FT. 224 SQ. FT. CLOSET CLOSET CORRIDOR 163 SQ. FT. 81 SQ. FT. STOCK WOMENS MENS CLOSET SHAMPOO/ DRYING 991 SQ. FT. 77 SQ. FT. STAGING FIRE RISER i 16 106 107 108 15 109 110 111 112 14 113 114 13 40'-111 40'-0114". 39'-11" 111 I F10716 F.E. T T5 �JC. 6 H, 117 ,5 " + 742SQ. FT. I TRAINING 3 1 1 B 1 1 LROOM `�® 1 T 11 1 EXIST NG ELEC. ROOM I 1 110 0 I- - J I N. I. 105 108 B 1 112 1 A I B 106 C-, i C-15 15-,5 118 13 3 1 B B 13 63 SQ. FT. DM OFFICE I 104 I 105 A O 1 1 116 4 1 B T. T TL C-15 C-15 C-15 C-15 C-15 C-15 ZM I zt �; ZM ZM ZM Z ZM ZM C 115 113 T 1 1 7 7 M-513 M 1 C PROVIDE LEVEL 5 FINISH 05 7 9 10 9 63 SQ. FT. I OFFICE I 1 15 B 3B 10 103 16 SQ. FT. COAT CLOSET 102 638 SQ. FT. SALON 101 LINE OF CEILING - SEE REFLECTED CEILING PLAN LINE OF EXISTING WALL - SOUND ATTENUATED INSULATION AS INIDICATED ON PLANS -- 5/8" TYPE "X" GYPSUM BOARD (CEMENT BOARD AS REQUIRED) STEEL STUD AT 16" O.C. SEE PLAN FOR STUD SIZE. SECURELY ATTACH NEW STUDS TO EXISTING STUD WALL CONSTRUCTION. POWER DRIVEN FASTENER AT 32" O.C. (TYPICAL) SEE DETAIL 51A2.2. BLOCKING NOTES: STEEL STUD RUNNER GENERAL: HOLD GYPSUM BOARD FROM 1. ALL IN WALL BLOCKING BY G.C. UNFINISHED FLOOR. SEE 81A8.2 FOR 2. PLYWOOD BLOCKING IN WALL BETWEEN STUDS FOR ANCHORING DETAILS AT PERIMETER WALLS AND 3. ALL WOOD BLOCKING TO BE MIN. 3/4" THICK FIRE RETARDANT 8,328 SQ. FT. A4.1 FOR FLOOR FINISH LOCATIONS. TREATED (AS REQUIRED BY CODE) SALES O 4. ALL PLYWOOD AND BLOCKING TO BE FIRE RETARDANT TREATED (AS 1 OO REQ'D. BY CODE) SALES: PERIMETER WALL CASE FIXTURES: FIXTURE CLEATS FURNISHED BY ULTA AND INSTALLED BY G.C., BLOCKING NOTE: FOR WALL CLEATS AND WOOD BLOCKING REFER TO BLOCKING AT PERIMETER WALL FIXTURES DETAIL 2 THIS SHEET PROVIDED BY G.C. SEE MILLWORK FIXTURE CUT SHEETS AND BLOCKING AT WALL FIXTURES DETAIL 2 THIS SHEET. EA2 FOR RETROFIT INSTALLATION AT EXISTING GYPSUM BOARD, REMOVE DRYWALL AS REQUIRED TO INSTALL CONTINUOUS 74" AND REPAIR WITH NEW GYPSUM BOARD TO MATCH EXISTING GYPSUM BOARD TYPE AND THICKNESS. 2X8 CONTINUOUS WOOD BLOCKING WITH KERF AT STUD RETURN. SCREW BLOCKING TO EXISTING STUDS THROUGH STUD FLANGE AND STUD WEB TO SECURE EACH SIDE. USE "TRU-GRIP" SCREWS. P-1 OFFICE: COUNTER TOP -18" HIGH BLOCKING AT 30" A.F.F. CENTERED HEADER TRACK SHELVING - 36" HIGH BLOCKING AT 63" A.F.F. CENTERED 3 5/8' 20 GAUGE METAL STUDS AT 16" STAGING AREA: O.C. CONTINUOUS SURFACE MOUNTED HORIZONTAL FIRE RETARDANT 2x4 518" TYPE "X" GYPSUM BOARD BLOCKING AT EACH SCREW HOLE IN WALL STANDARDS. SEE INTERIOR 5/8' CEMENT BOARD ELEVATIONS FOR MORE INFORMATION. FRP PANEL G.C. TO PROVIDE SUFFICIENT WALL BLOCKING FOR WALL MOUNTED 21/2' DIAMETER STEEL POST AT EACH STORAGE. SEE INTERIOR ELEVATIONS FOR LOCATIONS AND END CORE AND GROUT SOLID INTO SPECIFICATIONS. CONCRETE SLAB WITH NON -SHRINK RESTROOMS: GROUT. G.C. TO PROVIDE SUFFICIENT WALL BLOCKING FOR WALL MOUNTED WB-2 MOP SINK SIDE TOILETS - GRAB BARS AND ACCESSORIES. SEE PLUMBING SHEETS FOR TOILET SPECIFICATIONS. POWER DRIVEN FASTENERS AT 32' O.C. (TYPICAL) SEE DETAIL 51A2.2. ,;:-;;;:; ��w; ,,, NEW PARTITION WALLS, SEE WALL STEEL STUD RUNNER TYPES FOR FURTHER INFORMATION WB-2 EXISTING PARTITION BASE TO WRAP AROUND ALL SIDES. VT-4 NEW INSULATED PARTITION, SEE WALL F TYPES FOR FURTHER INFORMATION SCALE A DIMENSION PLAN 1 =1-0 104 I 4 114 TYP. I 3A A6.1 I J 15 116 SQ. FT. C 102 - - Wryp A6.1 CORRIDOR12. C O B I 7 115 1 M 513 W-5 4 W 4 W-4 W-4 W-4 " Z-2A I- B 7 9 10 B 7 9 C B 1 B B 7 II 17 I G.C. TO VERIFY Apt ` - --------------------- EXISTING REINFORCED I CONCRETE SLAB ON 3 CEILING ELEMENTS, SEE SHEET A3.1A FOR DETAILS �I - - :9® 1/4" INSULATED DARK BRONZE GLASS IN SATIN ANODIZED ALUMINUM FRAMES. EXISTING TO REMAIN. D --�� GRADE IS 4" MINIMUM _____ _____________ ___�. T THICKNESS, MINIMUM E4 FLOOR ELEMENTS, CEILING ELEMENTS LOAD BERING CAPACITY 1 7 SEE SHEET A4.1 100 POUNDS PER = I SEE SHEETA3.1A - N FOR DETAILS I SQUARE FOOT AND 9 N zt FOR DETAILS PROVIDED WITH "' II 2 z I MINIMUM SHEET VAPOR 10 II 2B RETARDER ASTM E1745. CLASS'C',10 MIL. _ A6.1 I I CONTACT ARCHITECT z ® I I I IMMEDIATELY WITH iz iI DISCREPANCIES. N w 119'-41/2" Lu o co Iq IN kiI 1 EXTERIOR AWNING TYPICAL OF 3 A7.1 UNDER SEPARATE PERMIT, TYPICAL. co cP CC) C rgia solutions, Inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rgla.com REVISIONS: DATE: LL & ULTA REVIEW 01/28/2015 BID ISSUE 01/28/2015 PERMIT ISSUE 01128/2015 PERMIT COMMENTS - REVISION #1 02/12/2015 m n- N O E NI�Lo0 O ::3 .-��'N U Ll (1!J1`n - - CD CD w O C3 3 �a0003 cc o � Q� -C Is 00 co- 0 fn COO co L0 moo cc °' O cin L1 THE DRAWINGS ANDS IFICATIONS AND ID ESIGNSANDARRANGEMENTS REPRES' D THEREBY ARE AND SHALL EMAIN ROPERTY OF THIS OFFICE: AND O PART EOF SHALL BE COPIED, ISCLOSED OTHERS OR USED IN THE ONNECTIO TH ANY WORK OR PROJECT ERTHAN E SPECIFIC PROJECT FOR HICH THEY HAVE BEEN PREPARED AND ELOPED WITHOUT THE WRITTEN CONSENT THIS OFFICE. VISUAL CONTACT WITH ESE DRAWINGS OR SPECIFICATIONS SHALL NSTITUTE CONCLUSIVE EVIDENCE OF CEPTANCE OF THESE RESTRICTIONS. TTEN DIMENSIONS ON THESE DRAWINGS HALL HAVE PRECEDENCE OVER SCALED DIMENSIONS: CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. 02015 RGLA SOLUTIONS, INC. 02015 ROBERT G. LYON & ASSOCIATES, INC. ULTA #191 PARKWAY SUPERCENTER 17320 S. CENTER PARKWAY TUKWILA, WA 98188 DIMENSION PLAN, DETAILS, I AND WALL TYPES DRAWN BY TK CHECKED BY SM JOB NUMBER 14192 SHEETNAME A2.0 SYMBOL DESCRIPTION G2 2'-0" STAGGERED DOUBLE TUBE FLUORESCENT 2'-0" SURFACE MOUNTED SINGLE TUBE FLUORESCENT T-0" STAGGERED DOUBLE TUBE FLUORESCENT T-0" SURFACE MOUNTED SINGLE TUBE FLUORESCENT G® 3'-0" DOUBLE TUBE FLUORESCENT NON -STAGGERED G4 44" STAGGERED DOUBLE TUBE FLUORESCENT 4'-0" SURFACE MOUNTED SINGLE TUBE FLUORESCENT 4'-0" DOUBLE TUBE FLUORESCENT WITH BAFFLE 4'-0" SURFACE MOUNTED DOUBLE TUBE FLUORESCENT G4D 4'-0" DOUBLE TUBE FLUORESCENT NON -STAGGERED 64' STAGGERED DOUBLE TUBE FLUORESCENT G® 6-0" DOUBLE TUBE FLUORESCENT NON -STAGGERED G8 8'-0" STAGGERED DOUBLE TUBE FLUORESCENT G8A 8'-0" SURFACE MOUNTED SINGLE TUBE FLUORESCENT G8C 8'-0" DOUBLE TUBE FLUORESCENT WITH BAFFLE 58D 8'-0" SURFACE MOUNTED DOUBLE TUBE FLUORESCENT G8NS 8'-0" DOUBLE TUBE FLUORESCENT NON -STAGGERED *SEE SHEET CS-3 FOR ULTA LIGHTING VENDOR 6 I LIGHT FIXTURE LEGEND 3 5/8" 20 GAUGE FRAMING /BRACING TO WALL STUDS AT 16" O.C. ALL CONNECTIONS (2) #10 SCREWS SYMBOL DESCRIPTION NOTE: Lb LED DOWNLIGHT 1. G.C. TO REFER TO ELEVATIONS AND ALL OTHER SHEETS FOR ADDITIONAL CEILING/SOFFIT INFORMATION AND DETAILS. CONTACT ARCHITECT WITH QUESTIONS PRIOR TO PROCEEDING 2. CEILING ELEVATION TO BE 1 V-0" FROM HIGHEST POINT OF FLOOR SLAB. U2p FLUORESCENT DOWNLIGHT - DIMMABLE 3. ALL CONDUIT AND J-BOXES TO BE SUPPORTED BY WIRE INDEPENDENT FROM ACOUSTICAL CEILING. Ub FLUORESCENT DOWNLIGHT - CABLE HUNG 4. FIXTURE RUN DIMENSIONS ARE SHOWN FOR REFERENCE ONLY. CONFIRM ACTUAL MILLWORK DIMENSIONS WITH FIXTURE MANUFACTURER. 5. FOR SPRINKLER HEAD LOCATIONS, SEE DETAIL 41A3.2. *SEE ELECTRICAL SHEETS FOR'U' LIGHT DESIGNATIONS FOR ORDERING 6. FOR SALES FLOOR GENERAL LIGHT FIXTURES LOCATIONS, SEE DETAIL All VD 7. FOR CEILING TILE AT COLUMN LOCATIONS, SEE DETAIL 7/A3.2. PENDANT LIGHT -SEE ELEVATIONS FOR MOUNTING HEIGHTS 8. G.C. TO USE WANUFACTURER APPROVED VINYL LATEX TOUCH UP PAINT" ON ALL CUT EDGES OF ACOUSTICAL PANELS. UC-3 T-0" LINEAR T-S DIMMABLE FLUORESCENT UNDER COUNTER LIGHT 9. SEE MECHANICAL DRAWINGS FOR DIFFUSER LOCATIONS. ARCHITECTURAL DRAWINGS DETERMINE LUMINAIRE LOCATION AND OTHER ARCHITECTURAL ITEMS AND SUPERCEDE ALL OTHER CEILING "ALU" GRAPHIC TRACK APPURTENANCES. O SPEAKERS BY MUZAK (DOME SPEAKER IN SKINCARE ROOM), G.C. TO PROVIDE CEILING GRID SUPPORT LIGHTING NOTES AT WALL FIXTURES: WIRES ONE AT EACH CORNER OF CEILING TILE CONTAINING SPEAKER. 1. FIXTURE WORK STOPS AT CEILING FOR ILLUMINATED ARCHES. REFER TO 31A8.1 AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. ACOUSTICAL CEILING TO EXTEND TO PERIMETER ® EX EXIT SIGN, EMERGENCY BATTERY BACKUP WALL. SURFACE MOUNTED (2) HEAD EMERGENCY LIGHT/ EXIT SIGN COMBINATION 2. AT VALANCE LOCATIONS WITH TWO TUBE FLUORESCENTS, CENTER GROUP OF LIGHT FIXTURES OVER RUN OF MILLWORK LEAVING BLANK AREAS ON EACH END. SURFACE MOUNTED (2) HEAD EMERGENCY LIGHT WITH BATTERY BACKUP v SURFACE MOUNTED (2) HEAD EMERGENCY LIGHT ®� DIFFUSER GRILLES, VERIFY WITH MECHANICAL DRAWINGS RETURN DIFFUSERS [ME EXISTING 2X4 FLUORESCENT TO REMAIN MN NEW 2X4 FLUORESCENT TO MATCH EXISTING SPECIFICATION R RELOCATED 2X4 FLUORESCENT C=======E EXISTING STRIP FLUORESCENT TO REMAIN P-1 60 SQ. FT. NEW GYP. BD. DM OFFICE �N NEW STRIP FLUORESCENT TO MATCH EXISTING SPECIFICATION 9-0 AFF EKI �R RELOCATED STRIP FLUORESCENT EQ. EQ. 0E EXISTING RECESSED LIGHT TO REMAIN \ I O CAMERA LOCATIONS _ II l CV CCTV MONITOR, MOUSE, I G4D I \\ SCALE KEYBOARD,KVM \ NONE c I \ - HEAVY DUTY DRYWALL'T' BAR SUSPENSION SYSTEM -MAIN RUNNER @ 48" O.C. AND CROSS RUNNERS @ 24" O.C. - 5/8" GYP. BD. GYP. BD. CEILING ELEV: SEE PLAN P-1 - "DECOFORM" REINFORCED ACT-3 GYP. PART NO. CRO10 ELEV: SEE PLAN + + + + 416-7454970 GYP. BD. SOFFIT + + + + LIGHT COVE BY "DECOFORM" ELEV: SEE PLAN TO MATCH EXISTING PART N0. LCO25 518" GYP. BD. OVER 3 518° P-1 FLUORESCENT LIGHT STRIP METAL STUDS AT 16" O.C. FIXTURE, SEE ELECTRICAL DRAWINGS. 5 SOFFIT DETAIL SCALE 1"=1'-0" G.C. TO CONFIRM EXISTING WALL AND WINDOW HEAD CONSTRUCTION TO DETERMINE NEED FOR BLOCKING, BLOCKING FOR TRACK IS A 4" PIECE OF FIRE RETARDANT 3/4" PLYWOOD, THE ENTIRE LENGTH OF THE TRACK BETWEEN STUDS. IFG.C. TO PROVIDE 6"X314" FIRE RETARDANT PLYWOOD BLOCKING, THE ENTIRE LENGTH OF THE SHADE BETWEEN STUDS - EXISTING 5/8" GYPSUM BOARD, PAINT P1 -- TI EXISTING CEILING 1" 1 / o " 1° ELEV: +1 V-11 1/2" ± AFF / REMOVE EXISTING GYPSUM BOARD AS NECESSARY TO INSTALL BLOCKING. TRACK - ATTACH TO WINDOW HEAD FRAMING OR CEILING HEAD FRAMING EVERY 12" WITH #10 SCREWS, AS APPLICABLE. SEE PLAN FOR LOCATION OF TRACKING, TOP MOUNT SHADE. REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR BLOCKING / REQUIREMENTS. SHADE SHALL EXTEND FROM CENTERLINE TO CENTERLINE OF VERTICAL MULLIONS SO THAT THE SHADE PULL CORDS ALIGN WITH THE CORD TENSION DEVICE MOUNTED ON THE VERTICAL STOREFRONT MULLIONS. SEE A4.1 FOR WINDOW SHADE SPECIFICATION. ELEV: 4-7 318" ±AFF TRACK - ATTACH TO WINDOW HEAD FRAMING OR CEILING HEAD FRAMING EVERY 12" WITH #10 SCREWS, AS APPLICABLE. SEE PLAN FOR LOCATION OF TRACKING. EXISTING EXTERIOR WALL, SEE SHEET A6.1 FOR WALL FINISHES. tD LL; T . G4D I \ \\ N I ® I I \\ G D LLI P-1 60 SQ. FT. - \ OFFICE NEW GYP, BD. \ 9'-0" AFF 103 \\ EXISTING GRID EXISTING GRID 2' X T FIRE TREATED PLYWOOD. BOTTOM MOUNTED \ AND NEW TILE AND NEW TILE 6" ABOVE CEILING. SCREW TO WALL STUDS. G.C. TO \ NEW ACT-3 NEW ACT-3 INSTALL PLYWOOD WITH A J-BOX ADJACENT TO SIDE \\ ±8'-111/2" AFF ±8'-11 1/2" AFF FOR RESTROOM SECURITY DEVICE. REFER TO NEW GRID AND \ NEW GRID AND NEW GRID AND NEW GRID AND NEW GRID AND DETAIL 81A3.2. NEW TILE \\ NEW TILE NEW TILE NEW TILE NEW TILE RESTROOM EAS 1 ANTENNA NEW ACT-2 \ 11'-0" AFF \ NEW ACT-2 11'-0" AFF NEW ACT-1 9'-0" AFFF NEW ACT-2 9'-0" AFF NEW ACT-1 11'-0" AFF 1. CCTV HEAD IN I.T. RACK. 2. CABLE RUN FROM RACK TO L.P. 62 SQ. FT. MEDIA CLOSET \ \ 28 SQ. FT. \ CLOSET 224 SQ. FT. 163 SQ. FT. CORRIDOR WOMENS 16 SQ. FT. 81 SQ. FT. STOCK MENS CLOSET 329 SQ. FT. SHAMPOO/ DRYING PORT IN OFFICE. 16 106 \ 108 15 109 110 111 112 3. CABLE RUN FROM I.T. RACK TO \ \ CHECKSTAND PULLED THROUGH TO \\ LOCATION OF CCTV MONITOR. \ NEW EXTENDED LIGHT COVE TO \ MATCH EXISTING COVE CONSTRUCTION. SEE DETAIL 51A3.1--` " ` """' NEW GRID AND 742SQ. FT. nL Gu4' TRAINING _:....... H..... _........ NEW TILE ROOM \ 2 NEW ACT- 1 AFF 105 63 SQ. FT. DM OFFICE 104 63 SQ. FT. OFFICE 103 4'4" VALANCE WITH EGG -CRATE LOUVER V NEW GRID AND 16 SQ. FT. NEW TILE COAT EXITING STOREFRONT NEW ACT-2 CLOSET CORD TENSION DEVICE. MOUNT ON VERTICAL MULLION SO THAT BEAD CHAIN IS TAUT. REFER TO SHADE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 9 -0.§-:: AFF 102 w � Z SCALE PATCH/REPAIR 4 ALM TRACK AND SHADE DETAIL AT EXISTING STOREFRONT n I „ AS NEEDED 638SQ.FT. 1 112 =1-0 EXISTING GYP. BD. SALON KICKER BACK TO STRUCTURE 48" O.C. NOTES: ACOUSTIC CEILING TILE ±11'-11 1/2" AFF 101 MAXIMUM, REFER TO I/A8.1 FOR 1. SATIN METAL GRAPHIC FRAME, ACRYLIC INSERT, WC-5, SEE INTERIOR ELEVATIONS. STRUCTURAL CONNECTIONS AND WOOD VALANCE BY FIXTURE VENDOR AND TO RUN COVERING FROM 12" BELOW P-1 362S162-33 FRAMING �% i BE INSTALLED BY G.C. POP RIVER GRAPHIC FRAME CLEAT TO UNDERSIDE OF CEILING /BRACING TO WALL STUDS TOGETHER. LIGHTING INSTALLED BY ELECTRICAL CORNICE BRACKET WITH AT 16" O.C. ALL + + + + CONTRACTOR. GYPSUM BOARD SOFFIT AND ADJACENT FLANGE AT 1611 O.C. ¢ CONNECTIONS (2) #10 FRAMING BY G.C. MANOR CAPITOL HARDWARE - Lu SCREWS 2. TAPE AND USE BONDO (ALL PURPOSE PUTTY/ 800-327-6083 FINISH: ANTIQUE N z ACT-1 J + + ON VALANCE JOINTS FOR SMOOTH TRANSITION IVORY STYLE: 216618" (+6" ADJ. G.C. TO PROVIDE ARMSTRONG J ELEV: VARIES PRIOR TO WALL COVERING INSTALLATION. SEAL FLANGE) CORNICE BRACKET TO SEISMIC JOINT CLIP (SJCG) AT - WC-5 I I AND PRIME JOINTS PRIOR TO WALL COVERING BE ATTACHED TO WOOD VALANCE INTERSECTIONS ALONG THIS 518 GYP. BD. OVER / / I I INSTALLATION. WITH 1 1/4" #10 SCREWS. GRID LINE. L 7 ■■c' WHEN ■■■ ■■■ ■ <�J■■■■■■■■■■N■ ONE ■■■ ■■■ mmmmmommmm �I M■■■■■\rrL----.�■ - �rr�rrrr� � rrrarr � ���������a�� .ill ��■�__�■■ MEN_ ■�� v 362S162-33 STUDS AT 16" O.C. PROVIDE A METAL ANGLE & 3/4"X ++ + ++- GYP. BD. SOFFIT + + + + + 4" PLYWOOD BACKER (PRIMED) U „ CEILING EXISTING GRID ¢ `� 731 ELEV: 6-8 AFF SEE PLAN ELEV: VARIES AT BACK WOOD VALANCE AND NEW TILE8,328 SQ. FT.WHERE IT MEETS ADJACENT SALES WRAP TO UNDERSIDE OF SOFFIT vLARCHIM-513 OR GYPSUM BOARD TO PROVIDE SOLID CONNECTION WOOD VALANCE BY MILLWORK 2'-011 1 VENDOR. VALANCE SHALL BE SEALED PRIOR TO INSTALLING 3 SOFFIT DETAIL SCALE 1"=1'-0" ATTACH TO STRUCTURE WALL COVERING. INSTALLATION ABOVE OF VALANCE AND WALL REFER TO SHEET E1.1 FOR CHAIN HUNG COVERING BY G.C.LOCATION OF EXIT SIGNS UNISTRUT T/O BRACKET AND EMERGENCY ELEV: 8'-4" AFF CONTINUOUS 3/4" X 4" PLYWOOD LIGHTING WIRE H ER 0 0 o BACKER (PRIMED) GLUED TO CN C G SUSPENSION WOOD VALANCE. ALIGN WITH STEM BOTTOM OF CORNICE BRACKET FLUORESCENT WC-6, SEE INTERIOR 1'-0" I TEGULAR CEILING PANEL B10 FRAMECD LIGHTING, co ELEVATIONS. WRAP WALL "T" SUPPORT AT 4'- NOT USED ACT-1 ELEV: 7'-0" z INSTALLED BY COVERING AROUND BACKSIDE ACRYLIC PANEL BY G.C. � G.C. OF VALANCE TOP AND BOTTOM. TEGULAR CEIL..._ .. .__ ..... PLEXIGLASS #2447-WHITE 1/811 m (2) 2 X 12 FIRE CAULK SEAM TO PREVENT LIGHT B SECTION DETAIL THICK. G.C. TO PURCHASE o TREATED WOOD PENETRATION ACT-1 OM ACRYLIC PANEL z BLOCKING IN WALL SATIN METAL GRAPHIC FRAME _.....:�:.....- .._,�......:...:..... VE OR ON SHEET CS-3. u- J u_ LENGTH OF WITH ACRYLIC INSERT. POP :........: ............._ S LU ~ z `�' VALANCE ATTACH � RIVOT GRAPH IC FRAMES Lu � � PLATE WITH 3112" TOGETHER. ACRYLI LONG LAG BOLTS P L _-._.. ; ; ...._,..........._....;__.. NOTE : G8Cl G4 GHT CONTINUOUS WOOD BLOCKING FIXTURES WILL EX D LINE OF ARCH, M-513 OR PROVIDED BY G.C. BLOCKING TO PICAL PLAN CORNER DETAIL OVER ACT-1 AT CORN GYPSUM BOARD BEYOND BE GLUED AND SCREWED TO NEW ACT-3 100 ±10'-11" AFF r� ( C-9 C-9 C.D C-9 ¢ ¢ 8 1 ¢ ¢ E O E n i n ±9i -0 ±9i -0n ±9 -0 - E E 0 E E E 6 E G.C. TO PROVIDE 24" X 24" E 1 I ACCESS PANEL TO MATCH E EXISTING E E E PATCHIREPAIR E E E E AS NEEDED ,s EXISTING GYP. BD. E@ ±11'-11 1/2" AFF E E P-1 E E E 0 O E E E E E E E 55 EXISTING GYP. BD. PATCH/REPAIR E ±10'-5112" AFF AS NEEDED E R P-1 E- - - - -------0- E 4 CEILING LEGEND SYMBOL DESCRIPTION EXISTING 2X2 GRID AND NEW CEILING TILES ACT-3 t# ZI i` I V Z, f NEW 2X2 GRID AND ACT TO MATCH EXISTING i NEW GYPSUM BOARD SOFFIT GYPSUM BOARD SOFFIT AT 6'-8" AFF. SEE 31A3,1 PROVIDE OPENING IN CEILING GRID FOR IT CABINET, MAINTAIN MINIMUM CLEARANCE OF T-0" ON ALL SIDES SIDES. SEE DETAIL 101A3.2. INSTALL ANGLED UNISTRUT BRACE PRIOR TO PERIMETER BULKHEAD. LOCATION OF BULKHEAD DEPENDS ON INSTALLATION OF ANGLED UNISTRUT. SEE DETAILS ON A8.3. EXISTING GRID AND NEW TILE NEW ACT-2 I f.,`='V, iE-� ±11'-0" AFF � OPEN TO DECK.m- 991 SQ. FT. 77 SQ. FT. STAGING FIRE RISER I 14 113 114 T13 A p ♦ EXISTNNG ELEC. ROOM E N.I.C. I _ / 00 RG68�1 /1`. /� +1 O 1 10o� 1 1 1 1 1 1 1 1& 1 1 1 1 111111111 E E E E E E E E O 0 0 PATCHIREPAIRO E E AS NEEDED E 111EXISTING GYP. BD. @ ±10'-5" AFF 0 0 P-1 0 E E E 2 E 1 E� 3.1 E E 0 E E 0 0 0 E E E ® 3.1 ® A3.2 #14 DOOR MULLION CAMERA (EXIT VIEW). G.C. TO PROVIDE BREAK METAL TO MATCH C'Tl1DCCDr1AIT AS RE"IIDCn T(1 r r%Klr'CAI LINE OF EXTERIOR AWNING, TYPICAL WIRING. SEE DETAIL 51A2.3 FILLER PANEL ABOVE C-45. SEE SECTION DETAIL 41F1.1 B NEW GRID AND NEW TILE NEW ACT-1 I ±10'-111/2" AFF NEW GRID AND 116 SQ. FT. NEW TILE = CORRIDOR NEW ACT-1 < 115 g1.0" AFF 0 ED� ti ¢ z g I EXISTING GRID J AND NEW TILE NEW ACT-3 ±10A 11/2" AN NEW GYP, BD. Lu @±10'-5" AFF U CV � P-1 CASED OPENING AT 7'-0" AFF. SEE DETAIL 7/A2.3 _ ap 0 1 J-I 116 P-1 VESTIBULE NEW GYP. BD, 116 1 V-0" AFF RECEIVED CITY OF TUKWILA FEB 19 2015 PERMIT CENTER rgia solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rgia.com REVISIONS: DATE: LL & ULTA REVIEW 01128/2015 BID ISSUE 01/28/2015 PERMIT ISSUE 01/28/2015 PERMIT COMMENTS - 02/1212015 w 0) `� i to cO N O E N � U) O 0 O fA J ,- P.- co !,Cc Z 0) m O U Cm O y 4- Ca m + O sI) 11 AN I S. DESIGNS ARRANGE iND NTED THEREB RE AND SHALL I HE PROPERTY THIS OFFICE: AND EREOF SHAL E COPIED, D TO OTHERS 0 USED IN THE ON WITH ANY WORK OR PROJECT E N THE SPECIFIC PROJECT FOR CH Y HAVE BEEN PREPARED AND EL WITHOUT THE WRITTEN CONSENT HIS ICE. VISUAL CONTACT WITH SE D INGS OR SPECIFICATIONS SHALL STITUTE CONCLUSIVE EVIDENCE OF EPTANCE OF THESE RESTRICTIONS. L HAVE PRECEDENCE OVER SCALED NSIONS: CONTRACTORS SHALL VERIFY BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. 0 2015 RGLA SOLUTIONS, INC. 0 2015 ROBERT G. LYON & ASSOCIATES, INC. ULTA #191 PARKWAY SUPERCENTER 17320 S. CENTER PARKWAY TUKWILA, WA 98188 REFLECTED CEILING PLAN I AND DETAILS DRAWN BY TK CHECKED BY SM JOB NUMBER 14192 SHEET NAME A3.1 A SYMBOL I DESCRIPTION G2 2'-O" STAGGERED DOUBLE TUBE FLUORESCENT 2'-O" SURFACE MOUNTED SINGLE TUBE FLUORESCENT EGG 3'-0" STAGGERED DOUBLE TUBE FLUORESCENT 3'-O" SURFACE MOUNTED SINGLE TUBE FLUORESCENT GG3NS 3'-0" DOUBLE TUBE FLUORESCENT NON -STAGGERED G4 4'-0" STAGGERED DOUBLE TUBE FLUORESCENT 4'-0" SURFACE MOUNTED SINGLE TUBE FLUORESCENT T-0" DOUBLE TUBE FLUORESCENT WITH BAFFLE 4'-0" SURFACE MOUNTED DOUBLE TUBE FLUORESCENT G® T-O" DOUBLE TUBE FLUORESCENT NON -STAGGERED G6 6-0" STAGGERED DOUBLE TUBE FLUORESCENT G® 6-0" DOUBLE TUBE FLUORESCENT NON -STAGGERED G8 8'-0" STAGGERED DOUBLE TUBE FLUORESCENT G8A 8'-0" SURFACE MOUNTED SINGLE TUBE FLUORESCENT G8C 8'-0" DOUBLE TUBE FLUORESCENT WITH BAFFLE G8D 8'-01, SURFACE MOUNTED DOUBLE TUBE FLUORESCENT G8NS 8'-0" DOUBLE TUBE FLUORESCENT NON -STAGGERED *SEE SHEET CS-3 FOR ULTA LIGHTING VENDOR SYMBOL DESCRIPTION NOTE: 1. G.C. TO REFER TO ELEVATIONS AND ALL OTHER SHEETS FOR ADDITIONAL CEILINGISOFFIT INFORMATION AND DETAILS. CONTACT ARCHITECT WITH QUESTIONS PRIOR TO PROCEEDING 2. CEILING ELEVATION TO BE 1 V-0" FROM HIGHEST POINT OF FLOOR SLAB. 3. ALL CONDUIT AND J-BOXES TO BE SUPPORTED BY WIRE INDEPENDENT FROM ACOUSTICAL CEILING, 4. FIXTURE RUN DIMENSIONS ARE SHOWN FOR REFERENCE ONLY. CONFIRM ACTUAL MILLWORK DIMENSIONS WITH FIXTURE MANUFACTURER. 5. FOR SPRINKLER HEAD LOCATIONS, SEE DETAIL 4/A3.2. 6. FOR SALES FLOOR GENERAL LIGHT FIXTURES LOCATIONS, SEE DETAIL 3/A3.2, 7, FOR CEILING TILE AT COLUMN LOCATIONS, SEE DETAIL 71A3,2. 8. G.C. TO USE WANUFACTURER APPROVED VINYL LATEX TOUCH UP PAINT" ON ALL CUT EDGES OF ACOUSTICAL PANELS. 9. SEE MECHANICAL DRAWINGS FOR DIFFUSER LOCATIONS. ARCHITECTURAL DRAWINGS DETERMINE LUMINAIRE LOCATION AND OTHER ARCHITECTURAL ITEMS AND SUPERCEDE ALL OTHER CEILING APPURTENANCES. LIGHTING NOTES AT WALL FIXTURES: 1, FIXTURE WORK STOPS AT CEILING FOR ILLUMINATED ARCHES. REFER TO 31A8.1 AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. ACOUSTICAL CEILING TO EXTEND TO PERIMETER WALL. 2. AT VALANCE LOCATIONS WITH TWO TUBE FLUORESCENTS, CENTER GROUP OF LIGHT FIXTURES OVER RUN OF MILLWORK LEAVING BLANK AREAS ON EACH END. P-1 DM OFFICE [-NEW GYP, BD. 9'-0" AFF1 1 104 EQ. 6 EQ. G D I \ w I ® \ Lb LED DOWNLIGHT U213 FLUORESCENT DOWNLIGHT - DIMMABLE Ub FLUORESCENT DOWNLIGHT - CABLE HUNG *SEE ELECTRICAL SHEETS FOR'U' LIGHT DESIGNATIONS FOR ORDERING V 0 PENDANT LIGHT - SEE ELEVATIONS FOR MOUNTING HEIGHTS U_ T-0" LINEAR T-5 DIMMABLE FLUORESCENT UNDER COUNTER LIGHT "ALU" GRAPHIC TRACK O SPEAKERS BY MUTAK (DOME SPEAKER IN SKINCARE ROOM), G.C. TO PROVIDE CEILING GRID SUPPORT WIRES ONE AT EACH CORNER OF CEILING TILE CONTAINING SPEAKER. ® EX EXIT SIGN, EMERGENCY BATTERY BACKUP SURFACE MOUNTED (2) HEAD EMERGENCY LIGHT I EXIT SIGN COMBINATION SURFACE MOUNTED (2) HEAD EMERGENCY LIGHT WITH BATTERY BACKUP v SURFACE MOUNTED (2) HEAD EMERGENCY LIGHT ®� DIFFUSER GRILLES, VERIFY WITH MECHANICAL DRAWINGS z RETURN DIFFUSERS ME EXISTING 2X4 FLUORESCENT TO REMAIN UUN NEW 2X4 FLUORESCENT TO MATCH EXISTING SPECIFICATION ! ;••: ,•- •- R RELOCATED 2X4 FLUORESCENT �E EXISTING STRIP FLUORESCENT TO REMAIN �N NEW STRIP LED TO MATCH EXISTING SPECIFICATION c======R RELOCATED STRIP FLUORESCENT 0E EXISTING RECESSED LIGHT TO REMAIN I (r,"k4) CAMERA LOCATIONS 6 I LIGHT FIXTURE LEGEND ' NONE ++ HEAVY DUTY DRYWALL'T' 3 5/8" 20 GAUGE FRAMING + BAR SUSPENSION /BRACING TO WALL STUDS SYSTEM -MAIN RUNNER @ 48" AT 16" O.C. ALL + O.C. AND CROSS RUNNERS CONNECTIONS (2) #10 @ 24" O.C. SCREWS 5/8" GYP. BD. GYP. BD. CEILING ELEV: SEE PLAN + P-1 "DECOFORM" REINFORCED ACT-3 GYP. PART NO. CRO10 ELEV: SEE PLAN + + + + 416-745-4970 GYP. BD. SOFFIT + + + + LIGHT COVE BY "DECOFORM" ELEV: SEE PLAN TO MATCH EXISTING PART NO. LCO25 P-1 FLUORESCENT LIGHT STRIP 5/8" GYP. BD. OVER 3 5/8" FIXTURE, SEE ELECTRICAL METAL STUDS AT 16" O.C. DRAWINGS. 5 SOFFIT DETAIL SCALE 1"=1'-0" G.C. TO CONFIRM EXISTING WALL AND WINDOW HEAD CONSTRUCTION TO DETERMINE NEED FOR BLOCKING. BLOCKING FOR TRACK IS A 4" PIECE OF FIRE RETARDANT 3/4" PLYWOOD, THE ENTIRE LENGTH OF THE TRACK BETWEEN STUDS, G.C. TO PROVIDE 6"X3/4" FIRE RETARDANT PLYWOOD BLOCKING, THE ENTIRE LENGTH OF THE SHADE BETWEEN STUDS EXISTING 5/8" GYPSUM BOARD, PAINT -- ------ _P_gf� EXISTING CEILING 1 ELEV: +11'-11 112" AFF 0 REMOVE EXISTING GYPSUM BOARD AS NECESSARY TO INSTALL BLOCKING. TRACK - ATTACH TO WINDOW HEAD FRAMING OR CEILING HEAD FRAMING EVERY 12" WITH #10 SCREWS, AS APPLICABLE. SEE PLAN FOR LOCATION OF TRACKING. TOP MOUNT SHADE. REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR BLOCKING / REQUIREMENTS. SHADE SHALL EXTEND FROM CENTERLINE TO CENTERLINE OF VERTICAL MULLIONS SO THAT THE SHADE PULL CORDS ALIGN WITH THE CORD TENSION DEVICE MOUNTED ON THE VERTICAL STOREFRONT MULLIONS. SEE A4.1 FOR WINDOW SHADE SPECIFICATION, ELEV: +9'-7 3/8" ± AFF TRACK - ATTACH TO WINDOW HEAD FRAMING OR CEILING HEAD FRAMING EVERY 12" WITH #10 SCREWS, AS APPLICABLE. SEE PLAN FOR LOCATION OF TRACKING. EXISTING EXTERIOR WALL. SEE SHEET A6.1 FOR WALL FINISHES. i N C CCTV MONITOR, MOUSE, KEYBOARD, KVM `u w c� w C N C C% LLI P-1 60 SQ. FT. %. EQ NEW GYP. BD. OFFICE 9'-0" AFF 103 2' X 3' FIRE TREATED PLYWOOD. BOTTOM MOUNTED 6" ABOVE CEILING. SCREW TO WALL STUDS. G.C. TO INSTALL PLYWOOD WITH A J-BOX ADJACENT TO SIDE FOR RESTROOM SECURITY DEVICE. REFER TO DETAIL 81A3.2. - RESTROOM EAS 1 ANTENNA - 1. CCTV HEAD IN I.T. RACK. 2. CABLE RUN FROM RACK TO L.P. PORT IN OFFICE. 3, CABLE RUN FROM I.T. RACK TO CHECKSTAND PULLED THROUGH TO LOCATION OF CCTV MONITOR. NEW EXTENDED LIGHT COVE TO MATCH EXISTING COVE CONSTRUCTION. SEE DETAIL 5IA3.1 NEW GRID AND 742 SQ. FT. NEW TILE TRAINING NEW ACT-1 ROOM 1 V-0" AFF 105 63 SQ. FT. DM OFFICE 104 63 SQ. FT. OFFICE 103 4'4' VALANCE WITH EGG -CRATE LOUVER f.0 NEW GRID AND 16 SQ. FT. NEW TILE COAT EXITING STOREFRONT NEW ACT-2 CLOSET CORD TENSION DEVICE. MOUNT ON VERTICAL MULLION SO THAT BEAD CHAIN IS TAUT. REFER TO SHADE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 9-0 AFF 102 _ U SCALE PATCH/REPAIR 4 ALM TRACK AND SHADE DETAIL AT EXISTING STOREFRONT n_ , „ AS NEEDED 6SALO T. 1 112 -1-0 EXISTING GYP. BD. SALON KICKER BACK TO STRUCTURE 48" O.C. NOTES: ACOUSTIC CEILING TILE 1@ ±1 V-111/2" AFF 101 MAXIMUM, REFER TO 1/A8.1 FOR 1. SATIN METAL GRAPHIC FRAME, ACRYLIC INSERT, WC-5, SEE INTERIOR ELEVATIONS. STRUCTURAL CONNECTIONS AND WOOD VALANCE BY FIXTURE VENDOR AND TO RUN COVERING FROM 12" BELOW 2-1 I \ \\ I I \ I \ I \ \\ EXISTING GRID EXISTING GRID \ AND NEW TILE AND NEW TILE \ NEW ACT-3 NEW ACT-3 \ ±8'-111/2" AFF ±8'-111/2" AFF NEW GRID AND \ NEW GRID AND NEW GRID AND NEW GRID AND NEW GRID AND NEW TILE \\ NEW TILE NEW TILE NEW TILE NEW TILE NEW ACT-2 11'-01, AFF \ NEW ACT-2 \@ 1 V-0" AFF NEW ACT-1 @ T-O" AFF NEW ACT-2 9'-01, AFF1 NEW ACT-1 1@ 1 V-0" AFF 62 SQ. FT. \ 16 SQ. FT. 329 SQ. FT. MEDIA CLOSET \ 28 SQ. FT. \ CLOSET 224 SQ. FT. 163 SQ. FT. CORRIDOR WOMENS 81 SQ. FT. STOCK MENS CLOSET SHAMPOO/ DRYING 16 106 \ 107 108 15 109 110 111 112 6T\\ I I X\& /x i BE INSTALLED BY G.C. POP RIVER GRAPHIC FRAME CLEAT TO UNDERSIDE OF CEILING _ 362S162-33 FRAMING TOGETHER. LIGHTING INSTALLED BY ELECTRICAL CORNICE BRACKET WITH (BRACING TO WALL STUDS _ - � AT 16 O.C. ALL + + + + CONTRACTOR. GYPSUM BOARD SOFFIT AND ADJACENT FLANGE AT 16" O.C. _ o + + FRAMING BY G.C. � w CONNECTIONS (2) #10 MANUR CAPITOL HARDWARE N ;aSCREWS - 2. TAPE AND USE BONDO (ALL PURPOSE PUTTY) 800-327-6083 FINISH: ANTIQUE + + ON VALANCE JOINTS FOR SMOOTH TRANSITION ACT-1 PRIOR TO WALL COVERING INSTALLATION. SEAL IVORY STYLE: 216618" (+6" ADJ. G.C. TO PROVIDE ARMSTRONG FLANGE) CORNICE BRACKET TO SEISMIC JOINT CLIP (SJCG) AT ELEV: VARIES AND PRIME JOINTS PRIOR TO WALL COVERING WC-5 I I BE ATTACHED TO WOOD VALANCE INTERSECTIONS ALONG THIS 5/8" GYP. BD. OVER / / I I INSTALLATION. WITH 11/4" #10 SCREWS. GRID LINE. 362S162-33 STUDS AT 16" O.C. + + + + PROVIDE A METAL ANGLE & 314"X LU L, GYP. BD. SOFFIT + + _+ + + 4" PLYWOOD BACKER (PRIMED) Z CEILING EXISTING GRID d 1 � 1 ELEV: 6'-8" AFF AT BACK WOOD VALANCE a,32a SEE PLAN I I ELEV: VARIES AND NEW TILE s4. FT. SALES 3.1 WHERE IT MEETS ADJACENT - WRAP TO UNDERSIDE OF SOFFIT WC-5 ARCHIM-513 OR GYPSUM BOARD TO PROVIDE SOLID CONNECTION 3 SOFFIT DETAIL SCALE WOOD VALANCE BY MILLWORK 1"=1'-0" 2'-01 VENDOR. VALANCE SHALL BE SEALED PRIOR TO INSTALLING ATTACH TO STRUCTURE f ABOVE WALL COVERING. INSTALLATION REFER TO SHEET E1.1 FOR CHAIN HUNG OF VALANCE AND WALL LOCATION OF EXIT SIGNS TIO BRACKET � COVERING BY G.C. AND EMERGENCY UNISTRUT ELEV: 64' AFF CONTINUOUS 314" X 4" PLYWOOD LIGHTING WIRE H ER ° ° o BACKER (PRIMED) GLUED TO d C G SUSPENSION N WOOD VALANCE. ALIGN WITH STEM BOTTOM OF CORNICE BRACKET FLUORESCENT WC-6, SEE INTERIOR TEGULAR CEILING PANEL B10 FRAME LIGHTING, ELEVATIONS. WRAP WALL "T' SUPPORT AT 4' NOT USED ACT-1 ELEV: 7'-0" Z INSTALLED BY COVERING AROUND BACKSIDE ACRYLIC PANEL BY G.C. G.C. OF VALANCE TOP AND BOTTOM. TEGULAR CEIL... _ .. .__ . ,., . PLEXIGLASS #2447-WHITE 118" m (2) 2 X 12 FIRE CAULK SEAM TO PREVENT LIGHT B SECTION DETAIL THICK. G.C. TO PURCHASE o TREATED WOOD PENETRATION OM ACRYLIC PANEL z BLOCKING IN WALL SATIN METAL GRAPHIC FRAME _.._...-,.:........_:w,-..:.............. ACT-1 VE OR ON SHEET CS-3. u LENGTH OF WITH ACRYLIC INSERT. POP # - ,,, -z VALANCE, ATTACH RIVOT GRAPHIC FRAMES - _ I ; PLATE WITH 31/2" TOGETHER. ACRYLI NOTE: G8C/ G4 GHT LONG LAG BOLTS CONTINUOUS WOOD BLOCKING FIXTURES WILL E D LINE OF ARCH, M-513 OR �! PROVIDED BY G.C. BLOCKING TO PICAL PLAN CORNER DETAIL OVER ACT-1 AT CORN GYPSUM BOARD BEYOND -� BE GLUED AND SCREWED TO i NEW ACT-3 100 ±10'-11" AFF WOOD VALANCE 2 LIGHT COVE DETAIL 1_S2A1Eon 1 VALANCE DETAIL SCALEI-" A REFLECTED CEILING PLAN "'RES 0 :) 7 4] NOTE: G.C. TO PROVIDE COST FOR DEMOLITION OF ALL EXISTING FLOURECENT LIGHTS ON SALES FLOOR AS A PART OF THIS BID ALTERNATE. CEILING LEGEND SYMBOL DESCRIPTION EXISTING 2X2 GRID AND NEW CEILING TILES ACT-3 / x , ` NEW 2X2 GRID AND ACT TO MATCH EXISTING 0 NEW GYPSUM BOARD SOFFIT GYPSUM BOARD SOFFIT AT 6-8" AFF. SEE 31A3.1 PROVIDE OPENING IN CEILING GRID FOR IT CABINET. MAINTAIN MINIMUM CLEARANCE OF 3'-0" ON ALL SIDES SIDES. SEE DETAIL 101A3.2. INSTALL ANGLED UNISTRUT BRACE PRIOR TO PERIMETER BULKHEAD. LOCATION OF BULKHEAD DEPENDS ON INSTALLATION OF ANGLED UNISTRUT. SEE DETAILS ON A8.3. EXISTING GRID _ - �- �`"`y �' r 'O� AND NEW TILE a 0.� NEW ACT-2 CO,� 0.,..�'r ±111-011AFF OPEN TO DECK 5 '� 991 SQ. FT. 77 SQ. FT. STAGING FIRE RISER 14 113 114 13`�,`>I, V �: \4..9SC.�i�i: Sri:. �4 4: b �•••_•_� �, t 6 � . • I o�, i■■■■■i Erg �'■■O■E ■■■■■■■■ o ! - ■m ■■■■■■IN �©�I�i 1 ■■ No IN V V ON NONNI ■■0■■■1117■■ - ■■ •- 171 CD CD it �,r�rrrr .�uuuuuuuu ■■,m,■■■■■■ 11 -- -- EC9OWmmil WIML,m I IT-3 112" ILLUMINATED ARCH I E L•l E � LE E S G.C. TO PROVIDE 24" X 24" O ACCESS PANEL TO MATCH EXISTING E E PATCH/REPAIR E E AS NEEDED E EXISTING GYP. BD. ±11'-11 1/2" AFF E E P-1 E E E E 0 E E O E E E 5 EXISTING GYP. BD. PATCH/REPAIR E ±10'-5112" AFF AS NEEDED P-1 E - ---E- 9---- €-- E 4 3.1 BDIV ® © 0 LINE OF EXTERIOR AWNING, TYPICAL ©❑I E IEXISING ELEC. ROOM N.I.C. FILLER PANEL ABOVE C-45. SEE SECTION DETAIL 41F1.1 B NEW GRID AND NEW TILE NEW ACT-1 ±10-11�1/2n AFF - 4 G8 08� � w 1Lb11 3.1 B Cri NEW GRID AND 116 SQ. FT. n 6 1-7,I , CORRIDOR NEW TILE = NEW ACT-1 a 115 9'-0" AFF a Lu = EXISTING GRID A ED R H VA LAN E 1 Lb zo J - AND NEW TILE 1 NEW ACT-3 _ � ±10'-11112" AFF NEW GYP. BD. ±10'-5" AFF Z 1 CASED OPENING AT T-0" AFF. SEE 3.1 B DETAIL 7/A2.3 C) 1 Os zo ti 0 Lu Z 1 J C J w U 1 c� E E E 1 E� �t Z a oNA3.113 0 PATCH/REPAIRo 0 o E AS NEEDED E E E EXISTING GYP, BD. 11@ AFF Q ±10'-5" U 00 P-1 co 0 w z 0 0 0 0 E E E E @ 116 SQ. FT. P-1 VESTIBULE -�F NEW GYP. BD. - 116 11'-0" AFF TInsmirm 2 E IL 0 0 E E E _Inv Or D RECEIVED CITY OF TUKWILA ® ® FEB 1 ;9 2015 PERMIT CENTER #16 DOOR MULLION CAMERA (EXIT VIEW). G.C. TO PROVIDE BREAK METAL TO MATCH STOREFRONT AS REQUIRED TO CONCEAL WIRING. SEE DETAIL 51A2.3 rgia solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rgla.com REVISIONS: DATE: LL & ULTA REVIEW 01/28/2015 BID ISSUE 01/28/2015 PERMIT ISSUE 01/28/2015 PERMIT COMMENTS - 0211212015 CAI f tf) CD N O E N U-) O O Z3 m C7 J I- 1- a1 _- tom �.m co: Elm" Liu � o ) O U O e� co Lf) �4- C °' O 1= -= AN FD FEE H A. CHN 'All, Jr. TJ tuiON. THE VE DRAWING D SPECIFICATIONS ANDI DRAWING RANGEMENTS REPRE TED THEREB AND SHALL REMAIN E PROPERTY OF THIS OFFICE: AND NO PAR EREOF SHALL BE COPIED, DISCLOS 0 OTHERS OR USED IN THE CONNECTI WITH ANY WORK OR PROJECT OTHER THA E SPECIFIC PROJECT FOR HICH TH VE BEEN PREPARED AND EVELOPED OUT THE WRITTEN CONSENT F THIS OFFICE. VISUAL CONTACT WITH ESE DRAWINGS OR SPECIFICATIONS SHALL NSTITUTE CONCLUSIVE EVIDENCE OF CEPTANCE OF THESE RESTRICTIONS. ITTEN DIMENSIONS ON THESE DRAWINGS L HAVE PRECEDENCE OVER SCALED ENSIONS: CONTRACTORS SHALL VERIFY DBE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. 02015 RGLASOLUTIONS, INC. 0 2015 ROBERT G. LYON & ASSOCIATES, INC. ULTA #191 PARKWAY SUPERCENTER 17320 S. CENTER PARKWAY TUKWILA, WA 98188 REFLECTED CEILING PLAN I AND DETAILS DRAWN BY TK CHECKED BY SM JOB NUMBER 14192 SHEET NAME A3.1 B -O"