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Permit D16-0263 - SOLA SALON - REMODEL
SOLA SALON 351 STRANDER BLVD D16-0263 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 2623049064 Permit Number: 351 STRANDER BLVD Issue Date: Permit Expires On: Project Name: SOLA SALON 016-0263 12/29/2016 6/27/2017 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: REGENCY CENTERS LP PO BOX 790830 C/O PROPERTY TAX DEPT, SAN ANTONIO, AZ, 78279 GEORGE G. LANCE 6418 E TANQUE VERDE SUITE 102 , TUCSON, AZ, 85715 GALILEO CONSTRUCTION LLC Address: 1130 E PENNSYLVANIA ST, TUCSON, AZ, 85714 License No: GALILCL842P0 Lender: Name: STEVE HUNT Address: 4255 NE NORTH SHORE RD, BELFAIR, WA, 98528 Phone: (520) 546-6667 Phone: (520) 548-3714 Expiration Date: 10/20/2018 DESCRIPTION OF WORK: COMMERCIAL REMODEL, NO ADDITIONAL SQUARE FOOTAGE Project Valuation: $450,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $7,631.72 Occupancy per IBC: B Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Volumes: Cut: 0 Fill: 0 Number: 0 Water Meter: NoLaa Permit Center Authorized Signature: Date: Iqh 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 a • .:ree to condit'..• attached to this permit. Signature: Print Name: -v-/ Date!' ?9 -t' This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 4: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 1: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 2: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 3: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 5: Maintain fire extinguisher coverage throughout. 6: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 7: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 8: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 9: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.9.1) 10: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 11: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "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: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2437. 20: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72-17.5.3.1) 22: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. 23: 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: 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) 24: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 25: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 26: 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. 27: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 17: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 28: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 29: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 30: ***BUILDING PERMIT CONDITIONS*** 31: 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. 32: 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. 33: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 34: 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. 35: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 36: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 37: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 38: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 39: 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). 40: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 41: 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. 42: 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 0406 SUSPENDED CEILING 0601 WALL INSULATION CITY OF TUKW, Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Pern_ Project No r,, }} Date Application Accepted (P i ' 'r Date Application Expires 11 (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: 2.(e2. 3 PA a d 04 - Site Address: 351 ST k» O E 51-.\ 10) t LA LOA. • Suite Number: Nn. Floor: t 3 OJ rir Tenant Name: 501...A\ 6 p L 01J PROPERTY OWNER Name: v setuG`1 arlJTeg.c.? mc Address: 5 b 35 OV. i3.tivewtby3 City: &o State: R, • Zip:9 g CONTACT PERSON person' receiving, all project communication Name: GI~dRL9e. Address: 6446 F tC VEZ7E *Sb2. City: 42b1,3 State: Zip:P)511; PhonetSLo Sq (D(JD Fax.(.. 2..(D) Get& 4-11 Email: L2 l'12 -C..1 -k11 -PT Q P►oL . C. *t GENERAL CONTRACTOR INFORMATION Company Name: GAS ILE© Ccv,)`5e..y00 Address: 1 \ O In. v361 IA NouN 47.1•Ak 6017. State: w2 Zip:A t et - City: 1.1 D1, Phone:( 5201 t key 31, V\ Fax: p Contr Reg No.: Exp Date: Tukwila Business License No.: H:\ApplicationsTorms-Applicntions On Line\2011 ApplicationsWermit Application Revised - 8-9-11.docx Revised: August 2011 bit New Tenant: .i Yes ❑ ..No ARCHITECT OF RECORD Company Name: 2 AcgCMrcGTe7 Architect Name: &eo9e. cp. Lt,v1Ace Address: G 1.4.100e, 41,01_ City: CP -;CO Phone: 2p State:2 Zip•G/1z Email: LO- M.Ctk 11 .7 'C 1 bL, ENGINEER OF RECORD Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: $5,000 or LENDER/BOND ISSUED (required for projects greater per RCW ,19.27.095) 5 f t/7Lh7- Address: y Zs- f- a /J 0 1,'l/ _c44 (.{ A eg Name: City: ge/40., State: W 4, Zip: qpi y4'+ Page 1 of 4 i BUILDING PERMIT INFORMATION 16-431-3670 Valuation of Project (contractor's bid price): $ 4 SOL boo Describe the scope of work (please provide detailed information): 6147 e4 10 Ode r Will there be new rack storage? ❑ Yes .. No Existing Building Valuation: $ /✓0 /fir/,464 4,/ c;: vAtcy 44e If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 16f Floor Interior Remodel. Addition to Existing Structure NP% Type of Construction per IBC V~b Type of Occupancy per IBC 2 Floor .; N 31° Floor' Nit\ floors± thry P..1 h Basement; N Accessory Structure*, NI A Attached Garage Detached Garage N� Attached Carport Detached Carport N Covered Deck'' • N/N Uncovered Decki 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)_�iet *For an Accessory dwelling, provide the following: Lot Area (sq ft): MP": 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: FEX.l4VT1t,ICo Will there be a change in use? Compact: Handicap: ❑ Yes 14.No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes tgl No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H: Applicntions\Forms•Applications On Line \2011 ApplicatlonAl'ermit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFOP TION 206-433-0179 Scope of Work (please provide detailed information): Tev) NIST l Mp 'J C MCAT ( �� Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ .,.Tukwila ❑ ...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila 0 ...Sewer Use Certificate ❑ .. Highline ❑ ...Valley View ❑ .. Renton ❑ ...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): El ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance 0 ..Easement(s) Proposed Activities (mark boxes that apply): 0 ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) 0 ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours 0 .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line 31 ❑ ., Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. tf WO # ❑ ...Water Only Meter Size WO # ❑ ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public 0 Private ❑ ❑ ...Water Main Extension 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 Slate Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:Vspplications\Forms-Applications On Line \2011 Applications\l'ermit Application Revised - 5-9-1I.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES Value of Construction —In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each, The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILD i G OW ' O' AUTHOR' Signat Date: /27, ten Up Print Name: GaR.cce-, Day Telephone: (?).0) & - 6C0(07 Mailing Address: (p4 -1 t) E-• Th 4 O ire #iCY2- 11V". i P2- 651 1 (—y City State Zip H:\ApplicationsWornu-Appllcations On Line\2011 Applications\Permit Application Revised - 8-9-11,docx Revised: August 2011 bh Page 4 of 4 Date: /A`/ Il OFF HOURS LNVECTION Reimbursement authorization/approval to conduct inspection activities during off hours. Requested By: earl -4U SC -4-40‘449. Permit Number: I*4146 Firm/Company: q.34t-I. b Co/1/4M d--rtok) Inspection Information Project Name: 5alo� S 01/4-1151(1-' Project Address/Location: '7"t stYA,vl.4Y'olvA Requested Date for Inspection: 6/17 Contact Name: SfZL&J uyt- . Special Conditions for Consideration: Requested Time: 6:0°6 AM / PM Phone Number: (02-0) 548 .V7i4. ** Contractor will be charged a minimum for three (3) hour inspection time for any off -hours inspection work at $102.00 per hour (minimum total of $306.00). This is to be paid at the time of request. ** The undersigned, as an authorized representative of the above firm, hereby agrees to reimburse the City for its overtime inspections on the above referenced project. A separate invoice will be issued for all inspection time in excess of three (3) hours. Signature: Printed Name: $ec.W Se 4( . Date: '0731/7 City Use Only: Approved: Disapproved: Paid: Dcp • 00 Receipt Not' Oo(6 Date of Approval/Disapproval: Remarks: Authorized Reviewer: W:\Permit Center \Applications-Handouts\Templates\Forms \Off Hours Inspection 1-2017.docx Revised: January 1, 2017 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK I ACCOUNT ( QUANTITY PAID $315.18 D16-0263 Address: 351 STRANDER BLVD Apn: 2623049064 $315.18 Credit Card Fee $9.18 Credit Card Fee R000.369.908.00.00 0.00 $9.18 DEVELOPMENT $306.00 PERMIT REINSPECT FEE - AFTER HRS INSP FEE TOTAL FEES PAID BY RECEIPT: R11008 8000.359.000.00.01 0.00 $306.00 $315.18 Date Paid: Friday, March 03, 2017 Paid By: BRAIN SCHUYLER Pay Method: CREDIT CARD 172356 Printed: Friday, March 03, 2017 3:26 PM 1 of 1 CSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT I QUANTITY PermitTRAK I PAID $4,715.43 D16-0263 Address: 351 STRANDER BLVD Apn: 2623049064 $4,715.43 DEVELOPMENT $4,491.10 PERMIT FEE R000.322.100.00.00 0.00 $4,486.60 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $224.33 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R10193 R000.322.900.04.00 0.00 $224.33 $4,715.43 Date Paid: Thursday, December 29, 2016 Paid By: GALILEO CONSTRUCTION LLC Pay Method: CHECK 5943 Printed: Thursday, December 29, 2016 9:35 AM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT QUANTITY PAID PermitTRAK $2,916.29 D16-0263 Address: 351 STRANDER BLVD Apn: 2623049064 $2,916.29 DEVELOPMENT $2,916.29 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R9495 R000.345.830.00.00 0.00 $2,916.29 $2,916.29 Date Paid: Monday, September 26, 2016 Paid By: HUNT PROPERTIES Pay Method: CHECK 5003 Printed: Monday, September 26, 2016 12:51 PM 1 of 1 C�ISYSTEMS INSPECTION RECORD Retain a copy with permit INSP 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 t.. J6 -0263 Project: .)1A SA -1 AIS Te of Inspectio' I - .Y ki'Ar4L Address: SC1 s r iket4rD Date Called: Special Instructions: Date Wante G/ 7 a•m• l. Request Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: D� Inspector: Date: 3 e7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Ckstr INSPECTION RECORD Retain a copy with permit 16-©263 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: 50144 lvi Ty of Inspection: bel e/1r `fir; L1k1477 Addres : 3 Date Called: Special Instructions: Date Wante 6`/ f % m. p.m. Request : Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector: Date: G1/ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. cNr- 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 l>16, -026g wr- Project: jCj/A c41 -CA! Typm of Inspection: 14.4)I64j6- / /Ai Address: 3s-/ S'rz NA/6 Date Called: Special Instructions: Date Wante 3 17 i3 3/1 / a. p.m Requester: air Phone No: ElApproved per applicable codes. gCorrections required prior to approval. COMMENTS: 0 ALL, C3771t P& 4 i 173 1 hs7 fi/vAt, iDieic, L 3w,J 1i m -L, )An�� Z air y 004pA% jru r y-70 A9 %2a e ia---aurge Inspector: /I Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit IN TION NO. 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: SGL/a cAl A <✓ Type of Inspection: SU l960?eb CCILlAi- Address: Date Called: Special Instructions: Date Want 2 29A7 Reques r: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: AWOL/AL I CCAYVAS O c c11JCAL Coernete ApPeo to Alel— akee 7"///6- w -`1L f GCCO%(AL ecv6e. 1 S AP Inspector: Abill/14 Date:2/"2, 7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit IN TION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 VIQ-0203 (206) 431-3670 Project: w .SLL //-2/N6 Type of Inspection: Address: J p Date Called: Special Instructions: Date Wanted:. . 2-2717. Requester: Phone No: ►41 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date2 /27 /7 REINSPECTION FEE REQUIRED. Prior to next inspl ction. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit PECTION 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 h//-02!93 Project: .sow 4I W Type of Inspection: it fr1L- INSULA -770/1/ Address: �p��n� �i 3$i .5-7M- /D R Et-1�r Date Called: Special Instructions: Date Wanted: _29-17 a.m. p.m. Requester: Phone No: pproved per applicable codes. El Corrections required prior to approval. MENTS: Inspector: /' c 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 7 i6 - Q243 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Projec A 2LA A Lc,J' Type spection: 14) Ai6- Ad ss: re SS—s &ilb Date Called: Special Instructions: Date Wan d: i Zs1 f'7. Reques er: Phone No: IXApproved per applicable codes. E1 Corrections required prior to approval. COMMENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: ‹.--,....).-.DIC S 'z ---`U �j/v/4 Type of Inspection: / Address: Suite #: 5S / ,"r dem Contact Person: Special Instructions: ✓/1/7 Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: - -- Monitor: Pre -Fire: .4 ✓/1/7 -- ----- f 5 1 -.- /4/1 /t C.Lt(f f"��Z is r fr,01..--i* / --- ni4-5-3-- r p Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: - -- Monitor: Pre -Fire: Permits: Occupancy Type: ) Inspector _ 5_ Date: 3/.5// 7 Hrs.: / , r � $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit b)(0 --- O Z6, /t-5 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:, -- - JJ cA\ St>,.. cj Type of Inspeniv -e Address:Contact Suite #: S k i a.( p--- -'Special Person: SpecialInstructions: ro vx Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: ro vx 4- / //r f RA'Kc-r- /oF /v in // 7L /-/ 3 i // jilt .-,- K6 -r (© v, r / S 7ffiv7 j -e -d Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ,,,,,,*/4"4-15J Date: 2/23/7 7 Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:S 6�� (/ DYj if ft`1S Tyof Size6 tion: Gmvt`Yt _ 2t5 5 Address:, Address:Contact Suite #: 7 ,4iOCYZ 61,V6 Person: Special Instructions: Occupancy Type: Phone No.: .X� Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: 6 k Th (/5T- i3 L i U , ?I Occupancy Type: K9-0 TEST 9-----6I _ Asp. F vii-(2-)A-r--)e-g- F72 --(/)-1n. F D. G/yt/G-t--T s 'i G ,res / / 5-13 i Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: I Inspector: fr—y0 - Date: 11151/ - Hrs.: I $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 October 18, 2o16 PLAN REVIEW D16 -o2.63 RE: SOLA SALON -TENANT IMPROVEMENTS 351 Strander Blvd. Tukwila, WA. 98188 Construction Drawings & Specifications The following clarifications, additions and deletions shall become part of the Construction Drawings and Specifications for this Project. This REVIEW RESPONSE supersedes and supplements all portions of the documents with which it conflicts. This REVIEW RESPONSE consists of _15_ items: ITEM i — GENERAL NOTES PLAN SUBMITTALS: Acknowledged STAMP & SIGNATURES: Acknowledged BUILDING REVIEW NOTES ■■��r.■ I IN ■._A sommi AR H1TE`TS RECEIVED CITY OF TUKWILA OCT 2 0 2016 PERMIT CENTER 1. PROVIDE SAFETY PLAN - 3/Ai.o has been added with notes per your direction. 2. CORRIDORS ARE NOT RATED — SHT Ai.o, note has been added to clarify this request. 3. REFERENCE CLARIFICATIONS: a. Mullion detail has been corrected to 2/A1.o. b. Keynote reference #4 is correct, Keynote #5 has been added. CORRt CTMN c. 1/A5.o title was corrected to read "Electrical." 4. DASHED EQUIPMENT LINES — Note has been added below title fbTR#. reference. 5. PROVIDE WASHINGTON STATE ENERGY CODE COMPLIANCE FORMS FOR COMMERCIAL BUILDINGDS —This submittal follows the "Design Build format for plans for submittal for permit. Separate electrical plans will address and provide this information. See note added to the INDEX TO DRAWINGS, Sht. Xi.o. 6. CEILING DETAILS — Note at upper right of sheet corrected to reference Sht. A3.2. 7. ADA SIGNAGE — 6/A4o has been corrected to reference the required white on blue background for signage. lUe-01)-(t4 .................................................... L2 ARCHITECTS George.Lonce@liarchitect.com wvnv.Faceboak.comMarchiteds vAAl L2archited.com 6418 E Tongue Verde Rd. Tucson, AZ 85715 p 520.546.6667 f 520.546.4777 8. CLARIFY USES OF SPACES — Please see As.o, Entry acts as Lobby for services with directory for patrons. All Studios are for hair styling or cutting. Some are single stylist studios, others are dual stylist studios. 9. MECHANICAL PLAB - This submittal follows the "Design Build format for plans for submittal for permit. Separate mechanical plans will address and provide this information. See note added to the INDEX TO DRAWINGS, Sht. Xi.o. 10. PLUMBING PLANS - This submittal follows the "Design Build format for plans for submittal for permit. Separate plumbing plans will address and provide this information. See note added to the INDEX TO DRAWINGS, Sht. Xi.o. Thank you for your review of these plans. � "827 REGISTERED � George G. Lance STATE OF WASHINGTON f END OF DOCUMENT - PG i of 2 October 10, 2016 City of Tukwila Department of Community Development GEORGE G. LANCE 6418 E TANQUE VERDE SUITE 102 TUCSON, AZ 85715 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D16-0263 SOLA SALON - 351 STRANDER BLVD Dear GEORGE G. LANCE, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. Provide a life safety plan that identifies means of egress and common paths of egress that shall be provided with emergency illumination. Emergency illumination 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 for exit discharge doorways. Egress paths shall be continuous to each exit. Designated egress paths are those that shall be light meter inspected for egress illumination requirements. (IBC Section 107.2.3, 1006 & 1008.1.6) 2. It is assumed the corridors are not required to be rated. Provide notes to indicate unrated corridors. 3. Reference clarifications: a. A1.0 the mullion detail on the plans refer to detail 2/A1.0, I assume should be 1 /A1.0. Please clarify. b. A1.0 It appears the Key reference (4) points to the infill door. Clarify if it should point to the other door. c. Also the sheet A5.0 I assume the title should read for electrical rather than plumbing. 4. On sheet A5.0 each room shows dashed lines at corners of the rooms I could not find any reference in the legend. Please clarify or point me to the reference. 5. Provide a completed 2015 Washington State Energy Code "LIGHTING SUMMARY" Compliance Forms for Commercial Buildings available online at: http://www.neec.net/energy-codes (scroll down to center of page "2015 WSEC Commercial Provisions - Compliance Forms"). 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 6. Sheet A6.0, the note at the top right corner refers ceiling details on A3.1. I believe it should read A3.2. Please clarify. 7. Sheet A.40, Revise sign notes to read "All interior and exterior signs depicting the International Symbol of Accessibility shall be white on a blue background". (2015 IBC 1101.2 Design. (WSA)) 8. I could not find any office or lobby/waiting area. Please clarify. Also provide information about the use of the different studios. 9. Specify the source of ventilation. Provide a mechanical plan showing the ventilation system including the source of makeup air for the different rooms. 10. Provide a plumbing plan. Plan shall show plan view and isometrics of the plumbing system. Specify backflow devices and all other plumbing fixtures in a table to include manufacturer specifications for devices. Note: This permit plan review may not be complete as revised plans may require further corrections. PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • Owner /Representative shall submit attached NON_RESIDENTIAL SEWER USE CERTIFICATION listing all the new plumbing fixtures to be installed as part of this project. Do not list fixtures replaced in kind. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. D16-0263 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Joanna Spencer From: Todd Reedy Sent: Tuesday, September 27, 2016 1:10 PM To: Joanna Spencer Subject: RE: Sola Salon @ 351 Strander Blvd D16-0263 Hi Joanna, I am happy to report 351 Strander Blvd is current on backflow preventer installation and testing. Have a great day, Todd From: Joanna Spencer Sent: Tuesday, September 27, 2016 9:22 AM To: Todd Reedy <Todd.Reedy@TukwilaWA.gov> Cc: Joanna Spencer <Joanna.Spencer@TukwilaWA.gov> Subject: Sola Salon @ 351 Strander Blvd D16-0263 Good Morning Todd, Are their backflows current? Joanna Spencer Development Engineer Public Works Department 6300 Southcenter Blvd, Suite 100, Tukwila, WA 98188-2544 Phone: 206 431-2440 Fax: 206 431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0263 PROJECT NAME: SOLA SALON SITE ADDRESS: 351 STRANDER BLVD Original Plan Submittal DATE: 10/26/16 Revision # before Permit Issued X Response to Correction Letter # 1 Deferred # after Permit Issued DEPARTMENTS: kJ' AW& 11\111e Building Division Lew pct Al/A— Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 10/27/16 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required ❑ Denied (ie: Zoning Issues) Approved with Conditions (corrections entered in Reviews) DUE DATE: 11/24/16 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping El PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY. PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0263 PROJECT NAME: SOLA SALON SITE ADDRESS: 351 STRANDER BLVD X Original Plan Submittal Revision # Response to Correction Letter # Revision # DATE: 09/26/16 before Permit Issued after Permit Issued DEPARTMENTS: CovV q•3 -I4) Buil mg Division 5 tovV If • I� is Works ktA /KJ (.0-1-1-1(P 1AD A -F IA Fire Prevention Structural Planning Division nPermit Coordinator M PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 09/27/16 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews DUE DATE: 10/25/16 Approved with Conditions n Denied (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 10 t 1l k VJ Departments issued corrections: Bldg Fire 0 Ping 0 PWr 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 submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: tO ` l b !Ito Plan Check/Permit Number: D 16-0263 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued RECEIVED CITY OF Ti UKWILA ❑ Revision requested by a City Building Inspector or Plans Examiner OCT 2 0 2016 Project Name: Sola Salon Project Address: 351 Strander Blvd Contact Person: t? E I. NCS. Phone Number: Summary of Revision: hT 17 1Z E ,Pt 1.-00 Non, 12-EsUc1€aL sEe2 (3�e taut FSC. tt ati Fa -44. PEE fir" CEHTi EES Sheet Number(s): '&LO, V140 (. ) A .b 1 pO.1 1 kb .2 A4..s I AS. D , Ato.v Al • ) "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on atb \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: Non -Residential Sewer Use Certification D16-0263 • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type 351 Strander Blvd Property Street Address Tukwila WA 98188 City Regency Centers, Inc. State ZIP Owner's Name Subdivision Name Subdiv. # Building Name South Center Plaza Lot # Block # Of applicable) ( 503 ) 603-4700 Owner's Phone Number (with Area Code) Property Contact Phone Number (with Area Code) Owner's Mailing Address 5335 Southwest Meadows Rd. Lake Oswego, OR 97035 La King County Department of Natural Resources and Parks Wastewater Treatment Division For King County Use Only Account # No. of RCEs Monthly Rate Property Tax ID # 2623049064 Party to be Billed (if different from owner) Hunt Properties, LLC 4255 NE North Shore Rd. Belfair, WA 98528 City or Sewer District Date of Connection City of Tukwila Side Sewer Permit # Please report any demolitions of pre-existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre-existing building? DYes El No Was building on Sanitary Sewer? DYes DNo Was Sewer connected before 2/1/90? DYes DNo Sewer disconnect date Type of building demolished Request to apply demolition credit to multiple buildings? DYes D No A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 34 68 Dishwasher 2 2 1 2 Drinking fountain (each head) 1 .5 1 1 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 3 12 Sink, bar or lavatory 2 1 2 4 Sink, Clinic flushing 8 8 Sink, kitchen 3 2 1 3 Sink, other (service) 3 1.5 19 57 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 4 24 Water closet, tank or valve, >1.6 GPF 8 4 Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units _ 20 8.55 RCE 171 B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility/Process: n/a Estimated Wastewater Discharge: Gallons/days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal/day) = 187 C. Total Residential Customer Equivalents: (add A&B) n/a A B 8.55 n/a 8.55 RCE RCE Pursuant to ling County Code 28.84, all sewer customers who establish a new service which use metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected quarterly. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206-477-5533. I certify that the information given is correct. I understand that the j;city ' arge levied will be based on this information and any deviation will require resubmission of corrected data fpi-de�tminatiof charge. Signature of Owner/Representative Print Name of Owner/Representative Brian Schuyler / Galileo Construc on, LLC 1058 (Rev. 4/15) Date October 14, 2016 White—ling County Yellow — Local Sewer Agency Pink — Sewer Customer �imxu ,934 Non -Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change'of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type Property Street Address T v1410 1Uj trNtt ckN 6e% city state 21v Owner's Name' Subdivision Name tot # Subdiv. d/ _ Block # Building Name d C- t 3f Pea (il applicable) -- -- 4 Owner's Phone Number twill Area Codd Properly Contort Phone Number (will Arno Code) Owner's Mailing Address 52).,;15 Hie.. 'Virt.usv. r.oi+el,r° 3 A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture . Future Unto No. of Fixtures Total Public Private Public Private Fixture Units Bathtub and Shower 4 4 — Shower, per Bead 2 2 1.34- 6,5 Dishwasher ' 2 2 I Z Drinking fountain (each head) 1 .5 ! i Hose bibb (interior) 2.5 2.5 -- Clotheswasher or laundry tub 4 2 I a Sink, bar or lavatory 2 1 /j„ 4 Sink, Clinic flushing 8 8 Sink, kitchen ' 3 2 ( Sink, other (service) 3 1.5 _lel , 1 — Sink, wash fountain, circle spray 4 3 Urinal, Bush valve, 1 GPF 5 2 --- Urinal, flush valve, > I GPF 6 2 .— ..c... -- Urinal, wale:less 0 0 Water closet, tank or valve, 1.6 GPF 6 3 L#' Water closet, tank or valve, > 1.6 GPF 8 4 Total Fixture Units 11 Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 20 = I .55 I RCE _J King County Department of Natural Resources and Parks Wastewater Treatment Division For King County Use Only Account # No. of RCEs Monthly Rate Property Tax ID # '2L 2 "Doe{ 1 rlre 4 Party to be Billed (if different from owner) City or Sewer District Date of Connection Side Sewer Permit Please report any demolitions of pre-existing building on this property. Credit for a demolition may be given under some circumstances, Demolition of pre-existing building? OYes ONo Was building on Sanitary Sewer? OYes ONo Was Sewer connected before 2/1/90? ❑Yes ONo Sewer disconnect date Type of building demolished Request to apply demolition credit to multiple buildings? ❑Yes ONo B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility/Process: Estimated Wastewater Discharge: Gailons/days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal/day) = 187 C. Total Residential Customer Equivalents: (add A & B) AI -f- B RCE RCE Pursuant to King County Code 28.84, alt sewer customers who establish a new service which use metropolitan sewage facilities shall he subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent fora period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi-annually. All future billings car be prepaid ata discounted amount. Questions regarding the capacity charge or this form should be referred to King County's wastewater Treatment Division at 206-477-5533. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner/Representative Date Print Name of Owner/Representative JOSS (nett inn) Whine- YTg County Yellow tool Serer Agency Pink- Sewer Customer p,ro.0 GALILEO CONSTRUCTION LLC Home Espanol Contact Search L&I Page 1 of 2 A -Z index Help My L&I Safety & Health Claims & Insurance Workplace Rights 40 Washington State Department of Labor & industries GALILEO CONSTRUCTION LLC Owner or tradesperson Schuyler, Brian M Principals Schuyler, Brian M, MANAGER WA UBI No. 604 047 439 1130 E Pennsylvania St Ste 505 TUCSON, AZ 85714 520-548-3714 Business type Limited Liability Company License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. GALILCL842PO Effective — expiration 10/20/2016-10/20/2018 Bond ............ Washington International Ins Co Bond account no. S9179019 $12,000.00 Received by L&I Effective date 10/20/2016 10/18/2016 Expiration date Until Canceled Insuran.ce ........................... United Fire and Casualty Co $1,000,000.00 Policy no. 60419927 Received by L&I Effective date 10/20/2016 09/24/2016 Expiration date 09/24/2017 Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Trades & Licensing Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=604047439&LIC=GALILCL842PO&SAW= 12/29/2016 GALILEO CONSTRUCTION LLC No active workers' comp accounts during the p. .,us 6 year period. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Page 2 of 2 © Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=604047439&LIC=GALILCL842PO&SAW= 12/29/2016 TENANT IMPROVEMENT FOR: 8 LIONS ET' D) 8 SA ON =TIIDIOS 351 STRANDER BOULEVARD T LA WA 98188 PROJECT DATA CODE ANALYSIS DATA 2009 I.B.C. (PROVIDE ADDITIONAL CALCULATIONS FOR EACH BUILDING OR SEPARATED USE) TENANT: SOLA SALON STUDIOS JOB ADDRESS: 351 STRANDER BOULEVARD TKWILA WA 98188 DATE: 09.23.2016 ARCHITECT: GEORGE LANCE SIGNATURE: • 0202.4_ ACCESSIBILITY CODE: ALLOWABLE AREA CALCULATIONS CODE ANALYSIS DATA 2009 I.B.C. (PROVIDE ADDITIONAL CALCULATIONS FOR EACH BUILDING OR SEPARATED USE) SUMMARY OF GOVERNING REGULATIONS HEIGHT AND AREA CODE TITLE EDITION LOCAL AMENDMENTS BUILDING CODE: I.B.C. 2015 YES ACCESSIBILITY CODE: ANSI A117.1 2009 NATIONAL STD. MECHANICAL CODE: I.M.C. 2015 YES ELECTRICAL CODE: N.E.C. 2014 YES PLUMBING CODE: U.P.C. 2015 YES FIRE PREVENTION CODE: I.F.C. 2015 YES ZONING CODE: TUKWILA MUNI CODE CREATED 2011 LAST MODIFIED 2016 ENERGY CODE: WAC 51-11C 2015 YES SUBMITTALS. ALL PLANS SHALL MEET ALL PARKING ALLOWABLE AREA CALCULATIONS GENERAL BUILDING SUMMARY (PROVIDE ADDITIONAL CALCULATIONS FOR EACH BUILDING OR SEPARATED USE) FIRE EXTINGUISHERS HEIGHT AND AREA TABULAR AREA PER FLOOR (AT) D1.0 BUILDING OCCUPANCY GROUP(S) TYPE OF CONSTRUCTION SPRINKLER SYSTEM BUILDING AREA (SQUARE FOOT) BUILDING HEIGHT (FT/NO. OF STORIES) ENTIRE BUILDING PERIMETER (P) . MINIMUM WIDTH OF PUBLIC WAY (W) A3.2 ALLOWABLE AREA (AA) A4.0 ACTUAL ALLOWABLE ACTUAL ALLOWABLE REFLECTED CEILING PLAN A7.0 A B IIB Y EXIST EXIST 1 STORY 2 STORY MECHANICAL, PLUMBING, AND B ANDOVER ELECTRICAL PLANS ARE TO BE DIFFERED PARKING TARGET SUBMITTALS. ALL PLANS SHALL MEET ALL PARKING A C CODES. CONTACT THE ARCHITECT FOR 393 AND COORDINATION ISSUES WITH THESE MIXED OCCUPANCY Y OR® DIFFERED SUBMITTALS. m 321 SEPARATED USES Y OR® NONSEPARATED USES ®OR N co FIRE AREA OCC GROUPS FIRE AREA OCC GROUPS FIRE AREA OCC GROUPS FIRE AREA OCC GROUPS VEJ��.PERMIT ilT REQUIRED FC A 7,833 B C NT'` E G B D F H SPECIAL USES AND OCCUPANCY N/A CONDITIONS APPLICABLE Y ORO SPECIAL USE TENANT SPACE OCCUPANT LOAD : 7580/100= 76 > 50 2 EXIT REQUIRED, 2 EXITS PROVIDED ALLOWABLE AREA CALCULATIONS OCCUPANT LOAD & EXITING (PROVIDE ADDITIONAL CALCULATIONS FOR EACH BUILDING OR SEPARATED USE) FIRE EXTINGUISHERS AREA MODIFICATIONS (IBC 506) TABULAR AREA PER FLOOR (AT) D1.0 AREA INCREASE FOR FRONTAGE (IF) A1.0 AREA INCREASE FOR SPRINKLERS (IS) A2.0 BUILDING PERIMETER PUBLIC WAY (F) A3.0 ENTIRE BUILDING PERIMETER (P) . MINIMUM WIDTH OF PUBLIC WAY (W) A3.2 ALLOWABLE AREA (AA) A4.0 UNLIMITED AREA FOR AFS A5.0 ARCHITECTURAL REFERENCE ELECTRICAL PLAN & DETAILS MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES: TABLE 2902.1 2015 IBC PER 422.0 WASHINGTON STATE UPC AMMENDMENTS CLASSIFICATION' BUSINESS OCCUPANCY. B OCCUPANT LOAD. 76 WATER CLOSETS. 4 REQUIRED 4 - PROVIDED 3@ WOMENS 1@ MENS NOTE: SOLA SALON STUDIOS HAS OVER 250 LOCATIONS AND THE SOLA SALON COMPANY DATA HAS CLEARLY ESTABLISHED DISTRIBUTION OF SEXES HEAVILY SKEWED IN FAVOR OF WOMEN FOR ITS COSTUMERS. THEREFOR, THE OCCUPANT LOAD WAS NOT DIVIDED IN HALF. THE SAME TOTAL OF 4 WATER CLOSETS HAS BEEN PROVIDED.THE FOUR WATER CLOSETS MEETS THE INTENT OF THE CODE. THE SAME TOTAL OF 4 WATER CLOSETS HAS BEEN PROVIDED. LAVATORIES. 2 REQUIRED 3- PROVIDED DRINKING FOUNTAIN:..1 REQUIRED 1 - PROVIDED SERVICE SINK- 1 REQUIRED 1 - PROVIDED GENERAL NOTES A. B. C. D. E. F. G. J. K. L. M. O. P. Q. R. ALL WORK TO COMPLY WITH I.B.C. CURRENTLY ADOPTED AND AMENDED BY THE CITY OF TUKWILA &, WASHINGTON STATE CODE COUNCIL GENERAL CONSTRUCTION SAFETY CODE OF THE INDUSTRIAL COMMISSION OF ARIZONA, AND ALL OSHA REQUIREMENTS. CONTRACTOR TO FIELD VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO WORK. DO NOT SCALE DRAWINGS. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR ERRORS PRIOR TO SUBMITTING HIS BID. NEW MATERIALS, FINISHES, ETC. ARE TO CONFORM TO STANDARDS AND FINISHES OF EXISTING PARTITIONS, CEILINGS AND FLOORS OF ADJACENT AREA. PROTECT EXISTING FINISHES AND NEW CONSTRUCTION DURING WORK IN THE BUILDING. DAMAGE TO EXISTING FINISHES / SYSTEMS WILL BE REPAIRED AT THE EXPENSE OF THIS GENERAL CONTRACTOR. EXTERIOR PERIMETER WALLS OF THIS SPACE ARE EXISTING AND WILL NOT BE STRUCTURALLY CHANGED. EXTERIOR DOORS, WINDOWS AND FINISH MATERIALS TO REMAIN WITHOUT CHANGE, UNLESS NOTED. NEW INTERIOR PARTITIONS SHALL BE 3 5/8" METAL STUDS @ 24" O.C. WITH 5/8" TYPE 'X' GWB, TAPED, TEXTURED AND PAINTED, FINISH TO MATCH EXISTING, UNLESS NOTED OTHERWISE (U.N.O.). UNLESS NOTED OTHERWISE ALL DIMENSIONS ARE PER GENERAL FLOOR PLAN NOTE #4/A1.0 GENERAL CONTRACTOR SHALL COORDINATE THE WORK AND SCHEDULE TO ALLOW UNINTERRUPTED PROGRESS OF ALL WORK AND TO COMPLETE THE PROJECT WITHIN ESTABLISHED SCHEDULE. VERIFY AND COORDINATE DELIVERY DATES FOR ANY LONG AND PROPER SEQUENCING AND CONSTRUCTION SCHEDULE. GENERAL CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROVIDING ALL NECESSARY SOLID BLOCKING WITHIN ANY WALLS FOR ANY WALL MOUNTED ITEMS OR EQUIPMENT INCLUDING CABINETS, MILLWORK, MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT. ALL PERMITS TO BE PAID FOR BY THIS GENERAL CONTRACTOR. GENERAL CONTRACTOR SHALL PROVIDE ONE (1) YEAR WARRANTY FOR MATERIALS AND WORKMANSHIP FOR THIS PROJECT. DETAILS ARE KEYED ONCE ON PLANS AND ELEVATIONS AND ARE TYPICAL FOR SIMILAR CONDITIONS THROUGHOUT, UNLESS NOTED OTHERWISE. GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL MAINTAIN A CLEAN AND ORDERLY WORK AREA AT ALL TIMES. CLEAN AREAS AFFECTED BY DAILY WORK AND REMOVE DEBRIS AND MATERIAL FROM SITE UPON COMPLETION OF WORK. DO NOT USE PAINTS, PRIMERS, SEALERS GLUES OR ANY MATERIALS THAT EMIT FLAMMABLE, TOXIC OR NOXIOUS FUMES. ALL SUBCONTRACTORS SHALL BE RESPONSIBLE TO VERIFY THAT HE IS FOLLOWING MANUFACTURES RECOMMENDATIONS FOR APPLICATION AND USE WITHIN THIS PROJECT. GENERAL CONTRACTOR SHALL PROVIDE REKEYING OF EXISTING KEYED LOCKS AND THREE NEW KEYS PER DOOR RE -KEYED TO PROPERTY MANAGEMENT. CONTRACTOR TO COORDINATE ANY PENETRATIONS OF EXTERIOR WALLS OR ROOF SYSTEM WITH PROP. MGR. TO VERIFY EXISTING WARRANTY REQUIREMENTS FOR NEW WORK. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR REVIEW TO ARCHITECT'S OFFICE PRIOR TO ORDERING, INCLUDING BUT NOT LIMITED TO MILLWORK, TOILET FIXTURES AND ACCESSORIES, FINISHES, DOORS AND WINDOWS, MECHANICAL, ELECTRICAL AND PLUMBING SPECIFICATIONS. ANY CHANGE ORDER REQUEST ON THE PROJECT SHALL BE SUBMITTED THROUGH THE GENERAL CONTRACTOR AND BE ITEMIZED. UNDER NO CIRCUMSTANCES WILL NON -ITEMIZED CHANGE ORDERS BE ACCEPTED. "ITEMIZED" MEANS INDIVIDUAL LINE ITEMS ENTRIES FOR EACH TYPE OF MATERIAL,DEVICE OR EQUIPMENT INCLUDED IN THE CHANGE ORDER. EACH LINE ITEM SHALL INDICATE QUANTITY, COST PER QUANTITY (E.G. $5.00 PER FOOT), LABOR HOURS PER ITEM, AND LABOR HOUR COSTS PER ITEM AS INDIVIDUAL ENTRIES IN THE CHANGE ORDER. OVERHEAD AND PROFIT COSTS WILL BE ITEMIZED AS SEPARATE ITEMS ON THE TOTAL MATERIAL AND LABOR COSTS OF THE CHANGE ORDER REQUEST. GENERAL PROJECT NOTES -SOLA 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. UNLESS OTHERWISE INDICATED, GENERAL NOTES APPLY TO ALL DRAWINGS IN THIS SET. THESE DRAWINGS AND COPIES THEREOF ARE LEGAL INSTRUMENTS OF SERVICE FOR USE OF THE OWNER ONLY. ANY DEVIATIONS FROM THE CONTRACT DOCUMENTS WHICH ARE NECESSITATED BY FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER/ARCHITECT. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE TAKEN FROM BUILDING LINES, FACE OF STUD WALLS, FACE OF MASONRY, FACE OF STUDS, BACK OF CURBS, OR AT OTHER LOCATIONS AS INDICATED. PARTITION TYPES ARE DESIGNATED ON THE FLOOR PLAN. ALL PARTITIONS SHALL EXTEND 6" ABOVE DESIGNATED CEILING HEIGHT UNLESS NOTED OTHERWISE. NOT USED ALL PENETRATIONS THROUGH RATED DEMISING WALLS SHALL BE SEALED WITH FIRE STOPPING MATERIAL AS REQUIRED TO ACHIEVE THE RESPECTIVE FIRE -RESISTIVE RATING AND SMOKE STOPPAGE. THE GENERAL CONTRACTOR SHALL FURNISH AND INSTALL WOOD BLOCKING IN WALL PARTITIONS FOR THE PROPER ANCHORAGE OF ALL WALL ATTACHED ITEMS: I.E. TOILET ACCESSORIES, CABINETS, WALL -MOUNTED FIXTURES, CASEWORK, MILLWORK, ETC. GYPSUM BOARD SURFACES SHALL BE ISOLATED WITH CONTROL JOINTS AS PER MANUFACTURERS REQUIREMENTS AND INDUSTRY STANDARDS. ALL GYPSUM BOARD SURFACES ARE TO BE FINISHED SMOOTH. GYPSUM ASSOCIATION GA -214-96 LEVEL 4 FINISH, WITH THE FOLLOWING ADDITION; ANY READILY VISIBLE IMPERFECTIONS IN GYPSUM BOARD SURFACE SHALL BE COATED WITH JOINT COMPOUND AND/OR SKIM -COATED AS REQUIRED. THE GENERAL CONTRACTOR SHALL INCLUDE ALL OWNER FURNISHED AND INSTALLED ITEMS AND OWNER FURNISHED AND CONTRACTOR INSTALLED ITEMS IN THE CONSTRUCTION, AND SHALL COORDINATE WITH THE OWNER TO ACCOMMODATE THESE ITEMS. THE GENERAL CONTRACTOR SHALL VISIT PROJECT SITE PRIOR TO SUBMITTAL OF BID. CONTRACTOR SHALL ESTABLISH SCOPE OF WORK FROM CONSTRUCTION DOCUMENTS AND ACTUAL PROJECT SITE VISIT. ANY OMISSIONS, DISCREPANCIES OR CLARIFICATIONS ARE TO BE BROUGHT TO THE IMMEDIATE ATTENTIONS OF THE ARCHITECT AND OWNER. FAILURE OF CONTRACTOR TO PERFORM IN THIS MANNER GENERAL PROJECT NOTES SOLA CONT. DOES NOT ALLOW FOR ADDITIONAL COST TO THE OWNER. 13. THE GENERAL CONTRACTOR SHALL PROVIDE DUST PARTITIONS AS NECESSARY TO CLOSE OFF AREA OF WORK FROM ACTIVE AREAS OF THE BUILDING. 14. THE GENERAL CONTRACTOR SHALL PROVIDE SECURITY PARTITIONS AS NECESSARY TO SECURE AREAS OF THE BUILDING FROM UNAUTHORIZED ENTRY. 15. ALL CONTRACTORS INVOLVED IN THIS PROJECT SHALL REVIEW ALL DRAWINGS INCLUDED IN THIS DRAWING SET AND SHALL COORDINATE THEIR WORK WITH OTHER TRADES ON THIS PROJECT. 16. THE GENERAL CONTRACTOR SHALL REPAIR ALL AREAS DAMAGED OR MODIFIED AS THE RESULT OF CONSTRUCTION ACTIVITIES. 17. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERATING THE CONSTRUCTION SCHEDULE AND ADHERING TO SUCH SCHEDULE AFTER APPROVAL BY THE OWNER. 18. GENERAL CONTRACTOR SHALL COORDINATE WITH MECHANICAL AND ELECTRICAL CONTRACTORS FOR ADDITIONAL REQUIRED EQUIPMENT AND SIZING. THIS WOULD INCLUDE ALL HVAC AND ELECTRICAL. 19. THE GENERAL CONTRACTOR SHALL ADHERE TO REQUIREMENTS OF SPECIFICATIONS FOR BUILDING SHELL PACKAGE. TO ENSURE CONSISTENCY IN MATERIALS AND WORKMANSHIP. 20. ALL WORK SHALL CONFORM TO THE REQUIREMENTS WITHIN THE CURRENT EDITIONS OF ALL LOCAL, CITY, STATE AND FEDERAL APPLICABLE CODES ADOPTED BY THE LOCAL JURISDICTION. 21. SCOPE OF PROFESSIONAL SERVICES IS LIMITED TO THE TENANT IMPROVEMENT, AND DOES NOT ADDRESS THE BUILDING SHELL ELEMENTS, ROOF ASSEMBLY, WALL ASSEMBLY, FLOOR ASSEMBLY. ALL PENETRATIONS, INFILL AND ASSOCIATED DETAILING IS THE RESPONSIBILITY OF THE CONTRACTOR OR OTHERS. 22. EACH TRADE SHALL BE HELD RESPONSIBLE FOR KNOWLEDGE OF THE GENERAL NOTES INCLUDED THROUGHOUT THE CONTRACT DOCUMENTS AND THE APPLICABLE BUILDING CODES. 23. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS, DO NOT SCALE DRAWINGS. 24. IN THE EVENT DISCREPANCIES OR CONFLICTS ARISE AMONG DRAWINGS AND/OR OTHER DESCRIPTIONS CONTAINED HEREIN, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY FOR CLARIFICATION. 25. THE GENERAL CONTRACTOR MUST VERIFY AND COORDINATE ALL OPERATIONAL REQUIREMENTS AND CLEARANCE DIMENSIONS OF PROJECT COMPONENTS; INCLUDING CONTRACTOR SUPPLIED AND OWNER SUPPLIED ITEMS. THIS INCLUDES BUT IS NOT LIMITED TO THE FUNCTIONAL ASPECTS OF THE FOLLOWING: A) APPLIANCE, DISHWASHER, REFRIGERATOR, WASHER, DRYER, MICROWAVE, DISPOSAL, ETC. (I.E., DOOR OPERATION CLEARS ALL DOOR TRIM, CASED OPENING TRIM AND WALL MOUNTED ITEMS). B) ELECTRONIC DEVICES, COPIER, FAX MACHINE, COMPUTER, TELEVISION, VCR, DVD PLAYER, SOUND COMPONENTS, ETC. C) CABINETRY, HARDWARE, PULLS, SLIDES, ETC. COORDINATE AND ENSURE COMPLETE FREE AND CLEAR OPERATION OF DRAWERS AND DOORS. PROVIDE A 11/2" SCRIBE AT THE ENDS OF ALL CABINET RUNS ABUTTING ADJACENT WALL ASSEMBLIES TO ENSURE ADEQUATE CLEARANCES. 26. THE GENERAL CONTRACTOR SHALL ITEMIZE ALL COSTS AND SCOPE OF WORK REGARDING ANY CHANGE ORDER. THIS INFORMATION MUST BE PRESENTED TO THE OWNER FOR APPROVAL PRIOR TO ANY WORK BEING EXECUTED. 27. ALL NEW LIGHT FIXTURES THAT COME INTO CONTACT WITH BUILDING INSULATION MUST BE IC RATED. ALL LIGHT FIXTURES SHALL MEET ALL APPLICABLE CODES FROM NATIONAL ELECTRIC CODE (NEC) TO THE INTERNATIONAL ENERGY CODE (IEC). CONTRACTOR IS TO VERIFY CODE COMPLIANCE OF ALL LIGHT FIXTURES. 28. GENERAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL CHASE SIZES WITH THE MECHANICAL CONTRACTOR. 29. ALL ELECTRICAL SWITCHING TO BE LOCATED AT OPERABLE SIDE OF DOOR OPENINGS AND AS SHOWN ON THE PLANS. THIS INCLUDES SWITCHED OUTLETS AND LIGHT FIXTURES. ITEMS SUCH AS GARBAGE DISPOSAL LOCATED PER PLANS. ANY DEVIATION IS TO BE BROUGHT TO THE ATTENTION OF THE OWNER AND ARCHITECT, INC. FOR CLARIFICATION. 30. ANY SHUT DOWN OF THE FIRE PROTECTION SHARED SYSTEM WILL REQUIRE NOTICE TO ALL OTHER TENANTS WITHIN THE SYSTEM AND SHALL BE COORDINATED WITH THE LANDLORD. 31. IF A CONFLICT/ DISCREPANCIES OCCUR BETWEEN THE DESIGN DRAWINGS, ENGINEER DRAWINGS AND/OR SPECIFICATIONS, THE MORE STRINGENT OPTION SHALL BE PERFORMED BY THE CONTRACTOR. PROJECT INFORMATION ARCHITECTS: L2 ARCHITECTS 6418 EAST TANQUE VERDE SUITE #102 TUCSON, ARIZONA 85715 PHONE: (520) 546-6667 FAX: (520) 546-4777 www.12architect.com GENERAL CONTRACTOR GALILEO CONSTRUCTION 1130 E PENNSYLVANIA ST SUITE #505 TUCSON ARIZONA 8571 PHONE: 520.207.2795 FAX: 520.844.9374 Writ Permit No, I7) V- 090. Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Co+• artd core §io;ts is ac now ledg za. By: ��r• Date: / -(9' -1 City of Tukwila BUILDING DIVISION OCCUPANT LOAD & EXITING 304.1 /Occupancy Classification: Barber or Beauty Salon or Vocational Training Facility: "B" 1004.1 /Occupancy Load for "B": 1/100 Building Size 7,573 s.f./100 = 78 occupants 1015.1/Number of Exits: 78 is greater than 49 therefore 2 exits are required 1014.3/Common path of Travel: "B"/Sprinkled = 100' (COMPLIES) 1016.2/Exit Access Travel: "B" Sprinkled = 300' (COMPLIES) 1015.2.1/Exit Horizontal Separation: Sprinkled = 1/3 of the overall diagonal distance of the building Diagonal Distance = +/- 1331/3= 43' Distance between exits = +/-81' (COMPLIES) 1008.1.4.3/Horizontal Sliding Doors as a means of egress. Follow these code requirements FIRE EXTINGUISHERS 1. 2. PROVIDE (4)- WALL MOUNTED 2A-1010 BC FIRE EXTINGUISHERS.. SEE SHEETS A1.0 FOR LOCATIONS. FIRE EXTINGUISHERS ARE TO LOCATED SO THAT MAXIMUM TRAVEL DISTANCE IS NOT OVER 75'-0". D1.0 DEMOLITION FLOOR PLAN PROJECT INFORMATION ARCHITECTS: L2 ARCHITECTS 6418 EAST TANQUE VERDE SUITE #102 TUCSON, ARIZONA 85715 PHONE: (520) 546-6667 FAX: (520) 546-4777 www.12architect.com GENERAL CONTRACTOR GALILEO CONSTRUCTION 1130 E PENNSYLVANIA ST SUITE #505 TUCSON ARIZONA 8571 PHONE: 520.207.2795 FAX: 520.844.9374 Writ Permit No, I7) V- 090. Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Co+• artd core §io;ts is ac now ledg za. By: ��r• Date: / -(9' -1 City of Tukwila BUILDING DIVISION OCCUPANT LOAD & EXITING 304.1 /Occupancy Classification: Barber or Beauty Salon or Vocational Training Facility: "B" 1004.1 /Occupancy Load for "B": 1/100 Building Size 7,573 s.f./100 = 78 occupants 1015.1/Number of Exits: 78 is greater than 49 therefore 2 exits are required 1014.3/Common path of Travel: "B"/Sprinkled = 100' (COMPLIES) 1016.2/Exit Access Travel: "B" Sprinkled = 300' (COMPLIES) 1015.2.1/Exit Horizontal Separation: Sprinkled = 1/3 of the overall diagonal distance of the building Diagonal Distance = +/- 1331/3= 43' Distance between exits = +/-81' (COMPLIES) 1008.1.4.3/Horizontal Sliding Doors as a means of egress. Follow these code requirements DESCRIPTION PROJECT INFORMATION ARCHITECTS: L2 ARCHITECTS 6418 EAST TANQUE VERDE SUITE #102 TUCSON, ARIZONA 85715 PHONE: (520) 546-6667 FAX: (520) 546-4777 www.12architect.com GENERAL CONTRACTOR GALILEO CONSTRUCTION 1130 E PENNSYLVANIA ST SUITE #505 TUCSON ARIZONA 8571 PHONE: 520.207.2795 FAX: 520.844.9374 Writ Permit No, I7) V- 090. Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Co+• artd core §io;ts is ac now ledg za. By: ��r• Date: / -(9' -1 City of Tukwila BUILDING DIVISION INDEX TO DRAWINGS SHT # DESCRIPTION X1.0 TITLE SHEET, CODE CHECK LIST, INDEX, GENERAL NOTES D1.0 DEMOLITION FLOOR PLAN A1.0 DIMENSION FLOOR PLAN A2.0 NOT USED A3.0 FINISH PLAN - WEST &ROOM FINISH SCHEDULES & DETAILS A3.1 FINISH PLAN -EAST & DOOR & WINDOW SCHEDULES & DETAILS A3.2 ELEVATIONS AND ARCHITECTURAL DETAILS A4.0 INTERIOR ELEVATIONS AND DETAILS A5.0 ARCHITECTURAL REFERENCE ELECTRICAL PLAN & DETAILS A6.0 REFLECTED CEILING PLAN A7.0 ARCHITECTURAL REFERENCE PLUMBING- NOTES, & DETAILS NOTE: IS IS A DESIGN BUILD PROJECT. La MECHANICAL, PLUMBING, AND ANDOVER ELECTRICAL PLANS ARE TO BE DIFFERED PARKING TARGET SUBMITTALS. ALL PLANS SHALL MEET ALL PARKING A WASHINGTON STATE AND CITY TUKWILA CODES. CONTACT THE ARCHITECT FOR 393 AND COORDINATION ISSUES WITH THESE DIFFERED SUBMITTALS. m 321 PROJECT INFORMATION ARCHITECTS: L2 ARCHITECTS 6418 EAST TANQUE VERDE SUITE #102 TUCSON, ARIZONA 85715 PHONE: (520) 546-6667 FAX: (520) 546-4777 www.12architect.com GENERAL CONTRACTOR GALILEO CONSTRUCTION 1130 E PENNSYLVANIA ST SUITE #505 TUCSON ARIZONA 8571 PHONE: 520.207.2795 FAX: 520.844.9374 Writ Permit No, I7) V- 090. Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Co+• artd core §io;ts is ac now ledg za. By: ��r• Date: / -(9' -1 City of Tukwila BUILDING DIVISION FIRE SPRINKLERS CONTRACTOR SHALL INCLUDE IN HIS BID ALL COSTS REQUIRED TO MODIFY/RELOCATE EXISTING HEADS, AND INSTALL NEW HEADS WHERE REQUIRED BY NEW CONSTRUCTION INCLUDING COORDINATING SPRINKLER HEAD LOCATIONS WITH RELATIONSHIP TO ALL LIGHT FIXTURE AND HVAC DIFFUSER LOCATIONS AND PER THE FOLLOWING REQUIREMENTS: 1. ALL SPRINKLER DESIGN, CALCULATIONS AND DRAWINGS BY FIRE SPRINKLER CONTRACTOR SHALL MEET ALL REQUIREMENTS FOR THE CITY OF TUKWILA FIRE DEPARTMENT, NFPA-13 AND INSURANCE REGULATIONS AND BE IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES AND LOCAL JURISDICTION. 2. CONTRACTOR SHALL SUBMIT DRAWINGS FOR APPROVAL AND PERMITS, AND PAY FOR ANY INCURRED FEES, PERMITS OR INSPECTION COSTS. 3. CONTRACTOR SHALL COORDINATE ALL WORK, INCLUDING SHUTDOWNS AND STARTUPS WITH PROPERTY MANAGER PRIOR TO COMMENCING ANY WORK. 4. ALL NEW SPRINKLER HEADS SHALL MATCH EXISTING, BUILDING STANDARD. 5. SHOP DRAWINGS FOR THE ALTERATION AND INSTALLATION OF THE NEW FIRE SPRINKLER SYSTEM SHALL BE A DEFERRED SUBMITTAL. SHOP DRAWINGS SHALL BE SUBMITTED TO THE CITY OF COLORADO SPRINGS FIRE DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. ROOF REPAIRS PROJECT INFORMATION ARCHITECTS: L2 ARCHITECTS 6418 EAST TANQUE VERDE SUITE #102 TUCSON, ARIZONA 85715 PHONE: (520) 546-6667 FAX: (520) 546-4777 www.12architect.com GENERAL CONTRACTOR GALILEO CONSTRUCTION 1130 E PENNSYLVANIA ST SUITE #505 TUCSON ARIZONA 8571 PHONE: 520.207.2795 FAX: 520.844.9374 Writ Permit No, I7) V- 090. Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Co+• artd core §io;ts is ac now ledg za. By: ��r• Date: / -(9' -1 City of Tukwila BUILDING DIVISION PERMIcoTA� CE NOV 2 2 2016 Ple"" City of Tukwila BUILDING DIVISION :;011R#ECTION LTR# RECEIVED CITY OF TUKWILA ARCHITECTS 6418 E TANQUE VERDE TUCSON, AZ 85715 P (520) 546-6667 cp c = • Q cn W sn TENANT IMPROVEMENT FOR: 0 IBM k COPYRIGHT © 2016 BY L2 ARCHITECTS SEPT 23 2016 >.BY: MJL JOB #16 029; KEY PLAN I. ROOF REPAIRS 1r, REV.o ,� �S Manges shy--' to thy: of work without pr-- - •',;roval of Tu'; ^fila Building ii ' -.:^9 NOTE: R^-'-` _., :vitt require a r: , r . n submittal T'H IS P ROJ tionat Pail 1.7..fees- Iaes. 3 ROOF WORK BY OWNER APPROVED CONTRACTOR PERMIcoTA� CE NOV 2 2 2016 Ple"" City of Tukwila BUILDING DIVISION :;011R#ECTION LTR# RECEIVED CITY OF TUKWILA ARCHITECTS 6418 E TANQUE VERDE TUCSON, AZ 85715 P (520) 546-6667 cp c = • Q cn W sn TENANT IMPROVEMENT FOR: 0 IBM k COPYRIGHT © 2016 BY L2 ARCHITECTS SEPT 23 2016 >.BY: MJL JOB #16 029; KEY PLAN 1r, REV.o ,� �S Manges shy--' to thy: of work without pr-- - •',;roval of Tu'; ^fila Building ii ' -.:^9 NOTE: R^-'-` _., :vitt require a r: , r . n submittal T'H IS P ROJ tionat Pail 1.7..fees- Iaes. 3 Y di363 me, :4. 1110.4 �nW 339 M La ANDOVER 381 PARKING TARGET wrii PARKING MEM 393 ATM m 321 co \ / \ STRANDER BLVD. KEYPLAN VEJ��.PERMIT ilT REQUIRED FC i . .Qi Mich ,lerEtectricat ,Plumbing la GCS Piping City of Tukwila BUILDING DIVISION NT'` PERMIcoTA� CE NOV 2 2 2016 Ple"" City of Tukwila BUILDING DIVISION :;011R#ECTION LTR# RECEIVED CITY OF TUKWILA ARCHITECTS 6418 E TANQUE VERDE TUCSON, AZ 85715 P (520) 546-6667 cp c = • Q cn W sn TENANT IMPROVEMENT FOR: 0 IBM k COPYRIGHT © 2016 BY L2 ARCHITECTS SEPT 23 2016 >.BY: MJL JOB #16 029; NOTE: IS IS A DESIGN BUILD PROJECT. MECHANICAL, PLUMBING, AND ELECTRICAL PLANS ARE TO BE DIFFERED SUBMITTALS. ALL PLANS SHALL MEET ALL WASHINGTON STATE AND CITY TUKWILA CODES. CONTACT THE ARCHITECT FOR AND COORDINATION ISSUES WITH THESE DIFFERED SUBMITTALS. /-\ JJ�, L IN \6)7------ r 11 r D2 C_� LJ� D6 JJ D1) (D2) ---y - II \� / (061h'� r 1 -- __� __- `-- LJ] LJ C__ 1 =— .0 D1 COL vN (DIX\ n LI n J \ 2 __� COLUV\ D8 3 1 l Fl 7 I U n 1 DEMOLITION FLOOR PLAN 1/4"=1'— DEMOLITION KEY NOTES D1. D2. D3. D4. D5. D6. D7. D8. REMOVE EXISTING PARTITION. REMOVE EXISTING DOOR. RELOCATE EXISTING TELEPHONE BOARD AND EQUIPMENT. RELOCATE EXISTING FIRE HOSE TO OTHER SIDE OF EXISTING PARTITION. EXISTING COLUMN TO REMAIN. REMOVE EXISTING PLUMBING FIXTURE. CAP WASTE, VENT, CW, & HW LINE NOT TO BE REUSED. REMOVE EXISTING DOOR, INFILL OPENING TO MATCH EXISTING CORRIDOR. REMOVE EXISTING ENTRY DOOR. 1/4"=1'— BUILDING DEMOLITION ALL DEMOLITION WORK SHALL CONFORM TO FEDERAL, STATE AND LOCAL REGULATIONS, INCLUDING THOSE AS ADOPTED AND AMENDED BY CITY OF TUKWILA, WASHINGTON, INCLUDING BUT NOT LIMITED TO THE CURRENT EDITION I.B.C. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VISIT SITE TO FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS AND ALL ITEMS SCHEDULED FOR DEMOLITION, PATCHING, REPAIRING AND PREPARATION PRIOR TO SUBMITTING HIS BID AND VERIFY ANY POTENTIAL OBSTRUCTIONS OR JOB SPECIFIC CONDITIONS THAT WOULD INTERFERE WITH CONSTRUCTION. A. PROTECT EXISTING STRUCTURE DURING DEMOLITION OPERATIONS, CONTRACTOR IS REQUIRED TO PROVIDE ALL TEMPORARY SHORING AND SUPPORT AS REQUIRED DURING CONSTRUCTION AND DEMOLITION. B. DEMOLITION WASTE IS TO BE DISPOSED IN MANNER THAT DUST AND DEBRIS WILL NOT BE TRANSFERRED TO OTHER AREAS OF FACILITY OR NEIGHBORHOOD, COORDINATE WASTE DISPOSAL WITH PROPERTY MANAGEMENT PRIOR TO SUBMITTING BID. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING RECEPTACLE AND PICKUP FOR DEMO MATERIALS, VERIFY WITH PROPERTY MANAGER AND CITY OF TUCSON THE AVAILABILITY AND LOCATION FOR PICK-UP OF CONSTRUCTION DUMPSTER, EXISTING BUILDING DUMPSTER IS NOT TO BE USED FOR CONSTRUCTION DEBRIS. C. GENERAL CONTRACTOR SHALL MAINTAIN THE JOB SITE CLEAN AT ALL TIMES WHEN WORK IS NOT IN PROGRESS, AND MAINTAIN ALL. ADJACENT NON AFFECTED COMMON AREAS CLEAN AT ALL TIMES. D. COORDINATE WITH PROPERTY MANAGEMENT FOR ALL REQUIREMENTS REGARDING DEMOLITION SALVAGE AND DELIVERY PROCEDURES. E. GENERAL CONTRACTOR SHALL COORDINATE WITH PROPERTY MANAGEMENT FOR ALLOWABLE HOURS FOR WORK AND JOB SITE ACCESS. F. GENERAL CONTRACTOR SHALL COORDINATE WITH PROPERTY MANAGEMENT REGARDING ANY POSSIBLE SHUTDOWNS OR DISRUPTIONS IN PRESENT OPERATIONS PRIOR TO SUBMITTING A BID AND ANY CONSTRUCTION. G. PATCH AND REPAIR ALL WALLS, FLOORS AND CEILING SURFACES TO RECEIVE NEW WORK. PROVIDE REQUIRED WORK TO CONNECT NEW CONSTRUCTION TO EXISTING STRUCTURE, PERFORM WORK IN MANNER THAT WHEN NEW CONSTRUCTION WORK IS PERFORMED. DEMO IS LEFT IN GLEAN CONDITION WITH NEAT EDGES AND ABLE TO BE JOINED WITHOUT UNDUE EFFORT. H. CONTRACTOR SHALL PROVIDE ADEQUATE CONSTRUCTION BARRICADES OR SIMILAR PROTECTION TO MAINTAIN THE JOB SITE SAFE AND SECURE FOR THE GENERAL PUBLIC DURING CONSTRUCTION. I. GENERAL CONTRACTOR SHALL LIMIT THE SPREADING OF DUST BY MEANS OF PLASTIC SCREENING OR OTHER ACCEPTABLE METHOD AS APPROVED BY PROPERTY MANAGEMENT. COORDINATE PRIOR TO CONSTRUCTION. J. REFER TO MECHANICAL DRAWINGS FOR ALL WORK RELATING TO HVAC ITEMS NOT SPECIFICALLY SHOWN ON THIS PLAN, REFER TO ELECTRICAL DRAWING FOR ALL WORK RELATING TO ELECTRIC ITEMS AND FIRE ALARM PROTECTION ITEMS. ANDOVER PARK WEST THIS PROJECT KEYPLAN REVIEWED FOR C i DEBLVDCOMPLIAN APPROVED IT�f E EIVED TUKWIL NOV 2 2 26 0 T 2 0 DER . 2016 STRA City TukwiU1FER IT CENTER BUILDING DIVISION of COPYRIGHT © 2016 BY L2 ARCHITECTS ARCHITECTS 6418 E TANQUE VERDE TUCSON, AZ 85715 P (520) 546-6667 F (520) 546-4777 Q N Q OW Z NU zxco 0 N NZ 4P- 0 m cCW D Z Q N M TENANT IMPROVEMENT FOR: Lc)y A REVIEW / \ COMMENTS JOB: 16.029 GENERAL NOTES - DEMOLITION DA DB DC DD DE. DF. DG. NO WORK TO EXTERIOR WALLS, WINDOWS, - THIS CONTRACT, EXCEPT AS NOTED. OWNER TO TERMINATE ALL SECURITY, PHONE AS REQUIRED FOR WORK EXPANSION. DC. CONTRACTOR WORK MAY REQUIRE PHASED, OFF HOUR OR WEEKEND WORK TO COMPLETE CERTAIN WORK. REMOVE ALL FLOOR COVERING AND WALL BASE, CLEAN CONCRETE FLOOR TO UNIFORM LEVELNESS & FINISH. SAWCUT EXISTING CONCRETE FLOOR AS NECESSARY FOR INSTALLATION OF NEW PLUMBING LINES. COORDINATE WITH PLUMBING DRAWINGS. REMOVE EXITING DUCT WORK. REMOVE EXISTING CEILING LIGHTS, TERMINATE EXISTING WIRING. REMOVE EXITING RECEPTACLES, TERMINATE ALL WIRING. BUILDING DEMOLITION ALL DEMOLITION WORK SHALL CONFORM TO FEDERAL, STATE AND LOCAL REGULATIONS, INCLUDING THOSE AS ADOPTED AND AMENDED BY CITY OF TUKWILA, WASHINGTON, INCLUDING BUT NOT LIMITED TO THE CURRENT EDITION I.B.C. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VISIT SITE TO FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS AND ALL ITEMS SCHEDULED FOR DEMOLITION, PATCHING, REPAIRING AND PREPARATION PRIOR TO SUBMITTING HIS BID AND VERIFY ANY POTENTIAL OBSTRUCTIONS OR JOB SPECIFIC CONDITIONS THAT WOULD INTERFERE WITH CONSTRUCTION. A. PROTECT EXISTING STRUCTURE DURING DEMOLITION OPERATIONS, CONTRACTOR IS REQUIRED TO PROVIDE ALL TEMPORARY SHORING AND SUPPORT AS REQUIRED DURING CONSTRUCTION AND DEMOLITION. B. DEMOLITION WASTE IS TO BE DISPOSED IN MANNER THAT DUST AND DEBRIS WILL NOT BE TRANSFERRED TO OTHER AREAS OF FACILITY OR NEIGHBORHOOD, COORDINATE WASTE DISPOSAL WITH PROPERTY MANAGEMENT PRIOR TO SUBMITTING BID. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING RECEPTACLE AND PICKUP FOR DEMO MATERIALS, VERIFY WITH PROPERTY MANAGER AND CITY OF TUCSON THE AVAILABILITY AND LOCATION FOR PICK-UP OF CONSTRUCTION DUMPSTER, EXISTING BUILDING DUMPSTER IS NOT TO BE USED FOR CONSTRUCTION DEBRIS. C. GENERAL CONTRACTOR SHALL MAINTAIN THE JOB SITE CLEAN AT ALL TIMES WHEN WORK IS NOT IN PROGRESS, AND MAINTAIN ALL. ADJACENT NON AFFECTED COMMON AREAS CLEAN AT ALL TIMES. D. COORDINATE WITH PROPERTY MANAGEMENT FOR ALL REQUIREMENTS REGARDING DEMOLITION SALVAGE AND DELIVERY PROCEDURES. E. GENERAL CONTRACTOR SHALL COORDINATE WITH PROPERTY MANAGEMENT FOR ALLOWABLE HOURS FOR WORK AND JOB SITE ACCESS. F. GENERAL CONTRACTOR SHALL COORDINATE WITH PROPERTY MANAGEMENT REGARDING ANY POSSIBLE SHUTDOWNS OR DISRUPTIONS IN PRESENT OPERATIONS PRIOR TO SUBMITTING A BID AND ANY CONSTRUCTION. G. PATCH AND REPAIR ALL WALLS, FLOORS AND CEILING SURFACES TO RECEIVE NEW WORK. PROVIDE REQUIRED WORK TO CONNECT NEW CONSTRUCTION TO EXISTING STRUCTURE, PERFORM WORK IN MANNER THAT WHEN NEW CONSTRUCTION WORK IS PERFORMED. DEMO IS LEFT IN GLEAN CONDITION WITH NEAT EDGES AND ABLE TO BE JOINED WITHOUT UNDUE EFFORT. H. CONTRACTOR SHALL PROVIDE ADEQUATE CONSTRUCTION BARRICADES OR SIMILAR PROTECTION TO MAINTAIN THE JOB SITE SAFE AND SECURE FOR THE GENERAL PUBLIC DURING CONSTRUCTION. I. GENERAL CONTRACTOR SHALL LIMIT THE SPREADING OF DUST BY MEANS OF PLASTIC SCREENING OR OTHER ACCEPTABLE METHOD AS APPROVED BY PROPERTY MANAGEMENT. COORDINATE PRIOR TO CONSTRUCTION. J. REFER TO MECHANICAL DRAWINGS FOR ALL WORK RELATING TO HVAC ITEMS NOT SPECIFICALLY SHOWN ON THIS PLAN, REFER TO ELECTRICAL DRAWING FOR ALL WORK RELATING TO ELECTRIC ITEMS AND FIRE ALARM PROTECTION ITEMS. ANDOVER PARK WEST THIS PROJECT KEYPLAN REVIEWED FOR C i DEBLVDCOMPLIAN APPROVED IT�f E EIVED TUKWIL NOV 2 2 26 0 T 2 0 DER . 2016 STRA City TukwiU1FER IT CENTER BUILDING DIVISION of COPYRIGHT © 2016 BY L2 ARCHITECTS ARCHITECTS 6418 E TANQUE VERDE TUCSON, AZ 85715 P (520) 546-6667 F (520) 546-4777 Q N Q OW Z NU zxco 0 N NZ 4P- 0 m cCW D Z Q N M TENANT IMPROVEMENT FOR: Lc)y A REVIEW / \ COMMENTS JOB: 16.029 112'-1 1/2" NOTE: IS IS A DESIGN BUILD PROJECT. MECHANICAL, PLUMBING, AND ELECTRICAL PLANS ARE TO BE DIFFERED SUBMITTALS. ALL PLANS SHALL MEET ALL WASHINGTON STATE AND CITY TUKWILA CODES. CONTACT THE ARCHITECT FOR AND COORDINATION ISSUES WITH THESE DIFFERED SUBMITTALS. EXIST. CORRIDOR JANITOR EXIST. ELEC. RM OPTIONAL PEDICURE 36"X60" OPTIONAL PEDICURE 36"X60" ABOVE EQUIF PLATFORM TE —IF I II II I I II II I L_ ______ JL_ _____ _IL ___ J NAIL TABLE 22"X48" STUDIO 22 STUDIO 20 NAIL TABLE 22"X48" STUDIO 18 STUDIO 13 STUDIO 12 STUDIO 11 SPECIAL SERVICES SPECIAL SERVICES DOUBLE STANDARD STANDARD STANDARD WOMENS BREAK ROOM 5'-11 1/2" 8'-9 1/2" MENS \ VESTIBULE STUDIO 17 STUDIO 21 STUDIO 19 sTAT1.115MU ST4NIIARD STAND STUDIO 114 11141 STANDARD STUDIO 25 SPECIAL SERVICES STANDARD CORRIDOR 11'-4 1/2" STUDIO 10 SPECIAL SERVICES SPECIAL SERVICES STUDIO 7 STUDIO 8 STUDIO 127 STANDARD STUDIO 16 LARGE §tbROPPD ST34,I4g@5 CO RIDOI ENTRY CORRIDOR 11441 _lb a--9— — 9'-3 1/2" STUDIO 4 9'-3 1/2" STUDIO 7 STUDIO 09 STUDIO 28 STUDIO 137 STUDIO 39 STUDIO 40 STUDIO 2 STUDIO 33 SPECIAL SERVICES SPECIAL SERVICES STANDARD STANDARD STANDARD 11'-4 1/2" 10'-3 1/2" 13'-10 1/2" 13'-8" 8'-7 1/2" 9'-8 1/2" 8'-9 1/2" 13'-5 1/2" STUDIO 29 DOUBLE SEIZAIR©AR STLEABGE STANDARD STUDIO 2 ENTRY STUDIO 1 DOUBLE 2'-9" 17'-2 1/2" 9'-11 1/2" 1'-2" \ Z-9 1/2" \ 2'-9 1/2" DIMENSION FLOOR PLAN 1/16"=1'-0" COMMON PATH EXITING PATH NOTE: IS IS A DESIGN BUILD PROJECT AND THE LIGHTING PLAN SHALL BE A DIFFERED SUBMITTAL. THE ELECTRICAL ENGINEER SHALL ASSURE DESIGN PROVIDES IDENTIFIED MEANS OF EGRESS AND COMMON PATHS OF EGRESS THAT SHALL BE PROVIDED WITH EMERGENCY ILLUMINATION. EMERGENCY ILLUMINATION 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 FOR EXIT DISCHARGE DOORWAYS. EGRESS PATHS SHALL BE CONTINUOUS TO EACH EXIT. DESIGNATED EGRESS PATHS ARE THOSE THAT SHALL BE LIGHT METER INSPECTED FOR EGRESS ILLUMINATION REQUIREMENTS. (IBC SECTION 107.2.3, 1006 & 1008.1.6) 1 /4"= \ 2'-9 1/2" CONTINUOUS CLOSED— CELL NEOPRENE, BLACK COLOR. THIS SURFACE PAINTED SAME AS WALL COLOR FASTENER r Ar I i 4- 1'-5" WINDOW MULLION WINDOW GLASS THIS SURFACE OF PAINTED SAME AS WALL COLOR CAULK WITH J MOLDING TYP. METAL STUD GYP. BOARD WALL TO MULLION DETAIL NOT TO SCALE DIMENSION. FLOOR PLAN KEY NOTES 0 1. 2. 3. 4. 5. WALL MOUNTED 2A-1010 BC FIRE EXTINGUISHER. NEW WINDOW INFILL AT EXISTING DOOR. TEMPERED GLASS TO MATCH EXISTING. NEW DOUBLE DOOR. AT EXISTING STOREFRONT. SEE SHEETS, A3.0 & A3.1 FOR DOOR SCHEDULES. MODIFY EXISTING STORE FRONT AS NEEDED. INFILL EXISTING DOOR OPENING CORRIDOR SIDE TO MATCH EXISTING . EXISTING DOOR TO REMAIN. SYMBOL DESCRIPTION \ 2'-9 1/2" CONTINUOUS CLOSED— CELL NEOPRENE, BLACK COLOR. THIS SURFACE PAINTED SAME AS WALL COLOR FASTENER r Ar I i 4- 1'-5" WINDOW MULLION WINDOW GLASS THIS SURFACE OF PAINTED SAME AS WALL COLOR CAULK WITH J MOLDING TYP. METAL STUD GYP. BOARD WALL TO MULLION DETAIL NOT TO SCALE * NEW CORRIDORS FOR THIS PROJECT DO NOT HAVE TO BE FIRE RATED. SEE OCCUPANT LOAD NOTE SHEET X1.0 ANDOVER PARK WEST Q 365 363 375 377 381 Sas 385 387 393 CQ 359 PARKING KEYPLAN THIS PROJECT m m L m m 321 PARKING L TARGET RECEIVED CITY 01- I UKWILA STRAND= MPLIA E, 0 2016 E TER APPROVMIT NOV 2 2 2016 NT' City of Tukwila BUILDING DIVISION COPYRIGHT © 2016 BY L2 ARCHITECTS ARCHITECTS 6418 E TANQUE VERDE TUCSON, AZ 85715 P (520) 546-6667 F (520) 546-4777 TENANT IMPROVEMENT FOR: s4,44:sis 1:11:1 0 Q F (3) A REVIEW / \ COMMENTS PARTITION DIMENSION FLOOR PLAN GENERAL NOTES SYMBOL DESCRIPTION O 1. ALL WORK SHALL CONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL CODES. 2. THE GENERAL CONTRACTOR SHALL OBTAIN ALL © NECESSARY PERMITS AND SHALL PAY ALL FEES FOR THIS © WORK. 3. THE GENERAL CONTRACTOR SHALL FIELD VERIFY 4 EXISTING CONDITIONS AND REPORT TO ARCHITECT, INC., IN . WRITING, ANY DISCREPANCIES IMMEDIATELY UPON DISCOVERY. 4. UNLESS OTHERWISE NOTED, DIMENSIONS FOR ALL NEW WORK ARE MEASURED FROM FACE OF GYPSUM BOARD. DIMENSIONS REFERRING TO EXISTING WORK ARE MEASURED FROM FACE OF EXISTING FINISH. 5. EXISTING WALLS TO REMAIN, SHALL BE REPAIRED AND REFINISHED AS REQUIRED TO PROVIDE A SMOOTH AND UNIFORM SURFACE FOR THE APPLICATION OF NEWLY INDICATED FINISHES. PER USG GA -214-96 LEVEL '4' FINISH. 6. THE GENERAL CONTRACTOR SHALL, AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY THE WORK. AT THE COMPLETION OF THE WORK CONTRACTOR SHALL REMOVE ALL WASTE MATERIALS AND RUBBISH FROM AND ABOUT THE PROJECT AS WELL AS ALL TOOLS, CONSTRUCTION EQUIPMENT AND MACHINERY. 7. ALL SURPLUS EQUIPMENT AND MATERIALS ARE THE PROPERTY OF THE OWNER. THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE OWNER THE DISPOSAL OF ANY AND ALL SURPLUSES. 8. ALL WORK SHALL BE PERFORMED IN A MANNER WHICH LEAST DISRUPTS THE BUSINESS PROCEDURES OF ANY NEIGHBORING BUSINESSES. 9. CONSULT THE SOLA INSTALLATION MANUAL FOR ADDITIONAL DETAILS, SPECS, AND INFORMATION, SEE G.C. 10. GC TO REVIEW AND VERIFY ALL DIMENSIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. ANY INCONSISTENCIES WITHIN THE CONSTRUCTION DOCUMENTS ARE TO BE REPORTED TO L2 ARCHITECTS, INC. IMMEDIATELY. 11. GC TO PROVIDE DRAIN CLEAN OUT ACCESS PANELS PER PLUMBING RUN OR AS REQUIRED PER LOCAL CODE. 12. GC TO PROVIDE METAL THRESHOLD TO HOLD ANY WATER OVERFLOWS WITHIN THE LAUNDRY OR MECHANICAL ROOM. 13. ALL DETAILS ARE TYPICAL U.N.O. TYPICAL DETAILS AND NOTES MAY NOT NECESSARILY BE REFERENCED ON PLANS. DETAILS SHOWN FOR SPECIFIC LOCATIONS SHOW THE "DESIGN INTENT" FOR SIMILAR MATERIALS AND OCCURRENCES. SPECIFIC DETAILING NOT SHOWN BUT USING SIMILAR MATERIALS TO THOSE SHOWN ARE TO BE CARRIED OUT PER KAEMARK'S "DESIGN INTENT". * NEW CORRIDORS FOR THIS PROJECT DO NOT HAVE TO BE FIRE RATED. SEE OCCUPANT LOAD NOTE SHEET X1.0 ANDOVER PARK WEST Q 365 363 375 377 381 Sas 385 387 393 CQ 359 PARKING KEYPLAN THIS PROJECT m m L m m 321 PARKING L TARGET RECEIVED CITY 01- I UKWILA STRAND= MPLIA E, 0 2016 E TER APPROVMIT NOV 2 2 2016 NT' City of Tukwila BUILDING DIVISION COPYRIGHT © 2016 BY L2 ARCHITECTS ARCHITECTS 6418 E TANQUE VERDE TUCSON, AZ 85715 P (520) 546-6667 F (520) 546-4777 TENANT IMPROVEMENT FOR: s4,44:sis 1:11:1 0 Q F (3) A REVIEW / \ COMMENTS PARTITION SCHEDUL.* 0 SYMBOL DESCRIPTION O TYPICAL INTERIOR WALL ASSEMBLY: 20 GA 3 %" x 1 Y2" MTL STUDS @ 24" O.C.W/ %" PTD GWB EACH SIDE. FILL CAVITIES WITH R-11 INSUL. BATTS (AS INDICATED ON PLAN). PROVIDE KICKERS TO STRUCTURE AS NECESSARY. 1A 20 GA 6" X 1 Y2' MTL STUDS @ 24" O.C.W/ %" PTD GWB EACH SIDE. FILL CAVITIES WITH R-19 INSUL. BATTS (AS INDICATED ON PLAN). PROVIDE KICKERS TO STRUCTURE AS NECESSARY. © NOT USED © 20 GA 3 %" X 1 YZ" MTL STUDS @ 24" O.C.PROVIDE KICKERS TO STRUCTURE AS NECESSARY, BUILD TO DECK W/ ONE (1) LAYER OF QUIET ROCK GWB. ON STUDIO/HALLWAY SIDE AND TWO (2) LAYERS OF GWB ON RESTROOM/BREAK ROOM SIDE FOR NOISE REDUCTION. INCREASE STUD GAUGE AS NECESSARY FOR STABILITY. FILL CAVITIES WITH SOUND BATT INSUL. BATTS (AS INDICATED ON PLAN). GWB TO BE WATER RESISTANT IN RESTROOMS. USE SOUND SEALANT AT BASE OF STUDS, BOTH SIDES. SOUND SEAL ALL PENETRATIONS. 3A 20 GA 6" X 1 Y2' MTL STUDS @ 24" O.C.PROVIDE KICKERS TO STRUCTURE AS NECESSARY, BUILD TO DECK W/ ONE (1) LAYER OF QUIET ROCK GWB. ON STUDIO/HALLWAY SIDE AND TWO (2) LAYERS OF GWB ON RESTROOM/BREAK ROOM SIDE FOR NOISE REDUCTION. INCREASE STUD GAUGE AS NECESSARY FOR STABILITY. FILL CAVITIES WITH SOUND BATT INSUL. BATTS (AS INDICATED ON PLAN). GWB TO BE WATER RESISTANT IN RESTROOMS. USE SOUND SEALANT AT BASE OF STUDS, BOTH SIDES. SOUND SEAL ALL PENETRATIONS. 4 EXISTING WALL FURRED -OUT W/ 20 GA 6" x 1 Y2" MTL STUDS W/ %" TYPE 'X' GWB. . EXISTING WALL FURRED -OUT W/ 20 GA 3 5/8" x 1 Y2" MTL STUDS W/ %" TYPE 'X' GWB. GENERAL PARTITION NOTES: 1. THE EXISTING DEMISING WALL(S) MAY BE A RATED ASSEMBLY - U.L. THIS PARTITION IS REQUIRED TO PROVIDE A CONTINUOUS MINIMUM SEPARATION FROM TENANT SPACE TO ALL ADJACENT SPACES. GC TO VERIFY RATING OF DEMISING PARTITION MAINTAIN RATING AS NECESSARY. 2. PARTITION SUPPORT KICKERS ARE NOT TO BE VISIBLE FROM HALLWAYS AND OTHER PUBLIC SPACES. 3. ALL WALL SHALL EXTEND 6" ABOVE DESIGNATED CEILING HEIGHT UNLESS NOTED OTHERWISE. * NEW CORRIDORS FOR THIS PROJECT DO NOT HAVE TO BE FIRE RATED. SEE OCCUPANT LOAD NOTE SHEET X1.0 ANDOVER PARK WEST Q 365 363 375 377 381 Sas 385 387 393 CQ 359 PARKING KEYPLAN THIS PROJECT m m L m m 321 PARKING L TARGET RECEIVED CITY 01- I UKWILA STRAND= MPLIA E, 0 2016 E TER APPROVMIT NOV 2 2 2016 NT' City of Tukwila BUILDING DIVISION COPYRIGHT © 2016 BY L2 ARCHITECTS ARCHITECTS 6418 E TANQUE VERDE TUCSON, AZ 85715 P (520) 546-6667 F (520) 546-4777 TENANT IMPROVEMENT FOR: s4,44:sis 1:11:1 0 Q F (3) A REVIEW / \ COMMENTS JANITOR ABOVE EQUIP PLATFORM El EXIST. ELEC. RM 20 EXIST. CORRIDOR NOTE: IS IS A DESIGN BUILD PROJECT. MECHANICAL, PLUMBING, AND ELECTRICAL PLANS ARE TO BE DIFFERED SUBMITTALS. ALL PLANS SHALL MEET ALL WASHINGTON STATE AND CITY TUKWILA CODES. CONTACT THE ARCHITECT FOR AND COORDINATION ISSUES WITH THESE DIFFERED SUBMITTALS. BLOCK DOUBLE DOORS WITH MATERIALS TO MATCH CORRIDOR CD REF L_J L___J 30 X 56 BREAK ROOM LADDER 11511 1-1 ( / \ ( ( / / / SOUND WALL STUDIO 25 LE'D I I W/D i t W/D I FD G.gm11 lion IPIRIDOR 1k1501 Imim 1.1 19 � �- .niummia I �- 18 17 . � -� 16 15 ._ IlliIllailliji illift 21 ! ORRID.1111111111111.1111111R STUDIO 22 122 STUDIO 20 120 STUDIO 18 118 STUDIO 13 113 STUDIO 12 112 MEM Admisaatuomaignilmogimomimiptehommis ��• - �� �i1�� 39 1 I125I 23) I STUDIO 127 11271 STUDIO 28 128 i MIN NTRY 154 MEI 71' 42 STUDIO 24 124 STUDIO 26 126 i STUDIO 29 129 STUDIO 30 11301 STUDIO 31 1131] STUDIO 23 123 — STUDIO 21 121 STUDIO 34 134 133 (46) / M - STUDIO 19 119 ��I• EMI MEI STUDIO 33 JEN 11111111 STUDIO 35 135 STUDIO 137 137 STUDIO 17 117 ORRIDO 149 STUDIO 16 STUDIO 39 139 STUDIO 114 114 STUDIO 15 115 STUDIO 40 140 STUDIO 2 102 10 WOMENS 147 NM I sm. Acc.Elji1 0 0 CC I' 1 STUDIO 10 110 STUDIO 09 109 STUDIO 7 107 1 111.1111.11111111 111101111 MIL 1.111111111.11111111e111111111111111111* CORRIDOR 49 111111111immimmillillimiaminmiii111111r,1111111ammamildirMi i- - ---- wri-l-P-m--n- 1Illt noansimmu1 45 ,a� 48 42 J 32 STUDIO 32 132 STUDIO 36 136 - C3-0) STUDIO 138 138 1 ARCHITECTURAL FINISH PLAN 1/4"=1 i GO STUDIO 1 101 STUDIO 2 104 1 -CD STUDIO 4 104 SOUND WALL STUDIO 8 Pr 108 STUDIO 7 107 1(4) STUDIO 3 105 NEW DOUBLE DOORS (REMOVE EXISTING SLIDER DOORS) ANDOVER PARK WEST THIS PROJECT J 365 363 375 377 1381 }C3 385 387 393 m 359 PARKING 4TN 339 m m 0 PARKING CO APP OF FOR P IANCE r_ TARGET RECEIVED CITY OF TUKWILA $101i6BLVD . KEYPLAN City of Tukwila BUILDING DIVISION] OCT 2 0 2016 PERMIT CENTER NT_ COPYRIGHT © 2016 BY L2 ARCHITECTS ARCHITECTS 6418 E TANQUE VERDE TUCSON, AZ 85715 P (520) 546-6667 F (520) 546-4777 ft 0 z cc vJ L , M A REVIEW 7 \ COMMENTS OCT -17 2016 SEPT23201.6 BY: JL JOB #,16.029 GENERAL DOOR NOTES 1. SEE DETAILS 1/A4.0 & 3/A4.0 ON SHEET A4.0 FOR SCHEDULE & REQUIREMENTS PER HORIZONTAL SLIDING DOOR TYPE "B". CUSTOM SLIDING TEMPERED GLASS DOOR PROVIDED BY SOLA SALON, INC. 2. TYPE "B" DOORS TO PROVIDE MINIMUM 32" CLEAR OPENING. 3. ALL HARDWARE FINISHES TO BE 626 SATIN CHROME FINISH UNLESS NOTED OTHERWISE. 4. ALL EGRESS DOORS (NEW OR EXISTING) LEADING TO THE EXTERIOR OF THE BUILDING ARE TO HAVE SIGNS ON THEM STATING "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS". 5. VERIFY THAT ALL LOCK HARDWARE REQUIRING KEYED CYLINDER(S) SHALL BE OF THE TYPE THAT ACCEPTS INDUSTRY STANDARD "SMALL FORMAT INTERCHANGEABLE CORES" (E.G. FALCON, ARROW, BEST, ETC.). CONTRACTOR SHALL INSTALL SAID LOCKS WITH CONTRACTOR'S OWN CORES AND QUANTITY OF KEYS REQUIRED FOR CONTRACTOR PURPOSES DURING CONSTRUCTION. 6. COORDINATE ALL LOCKSET FUNCTIONS W/ OWNER AND INSTA-KEY OR LOCK -SMITH. 7. TOILET STALL DOORS TO HAVE 1'-0" CUT OFF THE TOP & BOTTOM OF DOOR. WHEN ORDERING DOORS, REQUEST HINGES TO BE MOVED TO ACCOMMODATE 5' PANEL. 8. G.C. TO PROVIDE SWING -TYPE DOOR W/ GLASS PANEL. FINISH TO MATCH SLIDING DOORS. VERIFY SELECTION W/ OWNER. 9. NOT USED. 10. G.C. TO PROVIDE NEW ENTRY DOORS TO MATCH EXISTING STOREFRONT - VERIFY HEIGHT. MATCH EXISTING BUILDING HARDWARE. VERIFY SELECTION W/ OWNER. DOOR HARDWARE: HARDWARE SET #1 LOCKSET SCHLAGE AL SERIES, JUPITER, PASSAGE FUNCTION, 626/26D FINISH. HINGES STANLEY F179, 626/26D FINISH WALL STOP ROCKWOOD, #409, 612 FINISH HARDWARE SET #2 LOCKSET SCHLAGE AL SERIES, JUPITER, STORAGE FUNCTION, 626/26D FINISH. HINGES STANLEY F179, 626/26D FINISH WALL STOP ROCKWOOD, #409, 612 FINISH CLOSER LCN #P4041 HARDWARE SET #3 EXISTING DEADBOLT & PANIC HARDWARE REKEY & COORDINATE WITH OWNER HARDWARE SET #4 SET SCHLAGE AL SERIES, JUPITER, PRIVACY FUNCTION, 626/26D FINISH. HINGES STANLEY F179, 626/26D FINISH WALL STOP ROCKWOOD, #409, 612 FINISH HARDWARE SET #5 LOCKSET SCHLAGE AL SERIES, JUPITER, OFFICE FUNCTION, 626/26D FINISH. HINGES STANLEY F179, 626/26D FINISH WALL STOP ROCKWOOD, #409, 612 FINISH HOLDER IVES #452 CLOSER LCN #4130 HARDWARE SET #6 DEAD BOLT SCHLAGE B600 SERIES, 626/26D FINISH HINGES STANLEY F179 626/26D FINISH. NRB EXIT DEVICE VON DURPIN 22E0 CLOSER LCN #P4041 DOOR BOTTOM PEMPKO #276A THRESHOLD #276A 1. ALL INTERIOR DOORS AND FRAMES ARE TO BE PREPARED, HOLLOW METAL FRAMES PAINTED AS NOTED, BIRCH DOORS TO HAVE CLEAR STAIN (PROVIDE SAMPLES TO ARCHITECT FOR APPROVAL BEFORE APPLICATION). 2. INTERIOR DOOR HARDWARE - ALL DOORS TO HAVE A.D.A. ACCESSIBLE LEVER HANDLES, KEYED LOCKS ALL OFFICES, FINISH AND MANUFACTURER TO MATCH BUILDING STANDARD. CONTRACTOR TO COORDINATE KEYING WITH BUILDING MASTER AND BUILDING MANAGEMENT, PROVIDE 3 COPIES OF EACH KEY. 3. ALL EXIT DOORS TO HAVE READILY VISIBLE DURABLE SIGN ON EGRESS SIDE OR ADJACENT TO THE DOOR STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN THE BUILDING IS OCCUPIED." THE SIGN SHALL BE IN LETTERS 1" HIGH ON A CONTRASTING BLACK BLACK-GOUND. ROOM FINISH SCHEDULE MARK ENTRY ROOM FLOOR CEILING WALLS PAINT REMARKS B-1 B-2 B-3 B-4 4" SPECTRUM V (30 OZ) QUICK BASE BOUND. COLOR: EBONY DOMINO (#4324) NATIONAL CONTRACT WITH "THE MOHAWK GROUP" SEE "F2" FLOORING CONTACT INFORMATION. JOHNSONITE RUBBER BASE K-63 BURNT UMBER. • NOT USED DALTILE RITTENHOUSE SQUARE "ARCTIC WHITE 0190" (VERTICAL BRICK JOINT W/SCHLUTER DESIGN -LINE STAINLESS TRANSITION TO WALL COVERING; GROUT CUSTOM BUILDING PRODUCTS "FUSION PRO#381 BRIGHT LIGHT -VERIFY WITH TENANT MAT'L BASE MAT'L HEIGHT NORTH EAST SOUTH WEST MAT'L HEAD JAMB STUDIO 1 F-2 B-2 C-2 10'-6 W-3 W-1 W-1 W-1 P2 ALUM 101 7/A3.2 7/A3.2 N N . 2 DOUBLE ENTRY DOORS:NOTE #10 2 - - - - B STUDIO 2 F-2 B-2 C-2 10'-0" W-3 W-1 W-1 W-1 P-2 - 102 - - B - - - - - NOTE #1 -DOOR BY SYMPATECO STUDIO 3 F-2 B-2 C-2 10'-0" W-3 W-1 W-1 W-1 P-2 103 5 NOTE #8 5 - - - - B - - - STUDIO 4 F-2 B-2 C-2 10'-0" W -i W-1 W-1 W-1 P-2 ALUM 104 ALUM ALUM 9/A3.2 9/A3.2 7 3'-0" 7'-0" STUDIO 5 F-2 B-2 C-2 9'-6" W-1 W-1 W-1 W-1 P-2 5 105 8 - - - - B - - - - STUDIO 6 F-2 B-2 C-2 9'-6" W-1 W-1 W-1 W-1 P-2 HM 106 13/A3.2 1 10 3'-0" 7'-0" 13/4' WOOD E STUDIO 7 F-2 B-2 C-2 9'-6" W-1 W-1 W-1 W-1 P-2 3'-0" 107 1 3/4' WOOD F PAINT HM 13/A3.2 13/A3.2 4 STUDIO 8 F-2 B-2 C-2 9'-6" W-1 W-1 W-1 W-1 P-2 108 4 13 2-0" 7'-0" 1 3/4' WOOD F PAINT HM 13/A3.2 STUDIO 9 F-2 B-2 C-2 9'-6" W-1 W-1 W-1 W-1 P-2 - 109 - - - - - NOTE #1 -DOOR BY SYMPATECO 15 - - STUDIO 10 F-2 B-2 C-2 9'-6" W-1 W-1 W-1 W-1 P-2 - 110 16 - - - - B - - - STUDIO 11 F-2 B-2 C-2 9'-6" W-1 W-1 W-1 W-1 P-2 - 111 - - NOTE #1 -DOOR BY SYMPATECO 18 - - - - B STUDIO 12 F-2 B-2 C-2 9'-6" W-1 W-1 W-1 W-1 P-2 - 112 - - B - - - - NOTE #1 -DOOR BY SYMPATECO STUDIO 13 F-2 B-2 C-2 9'-6" W-1 W-1 W-1 W-1 P-2 113 3 21 3-0" 7'-0" 1 3/4' WOOD E PAINT HM 13/A3.2 STUDIO 14 F-2 B-2 C-2 9'-6" W-1 W-1 W-1 W-1 P-2 WOOD 114 PAINT HM 13/A3.2 13/A3.2 23 - - STUDIO 15 F-2 B-2 C-2 9'-6" W-1 W-1 W-1 W-1 P-2 - 115 24 - - - - B - - - - STUDIO 16 F-2 B-2 C-2 9'-6" W-1 W-1 W-1 W-1 P-2 - 116 - - NOTE #1 -DOOR BY SYMPATECO 26 3-0" 7'-0" 1 3/4' ALUM C STUDIO 17 F-2 B-2 C-2 10'-0" W-3 W-1 W-1 W-1 P-2 - 117 - - B - - - - - NOTE #1 -DOOR BY SYMPATECO STUDIO 18 F-2 B-2 C-2 10'-0" W-3 W-1 W-1 W-1 P-2 118 - NOTE #1 -DOOR BY SYMPATECO 29 - - - - B - - - STUDIO 19 F-2 B-2 C-2 10'-0" W-3 W-1 W-1 W-1 P-2 - 119 - - - - - NOTE #1 -DOOR BY SYMPATECO 31 - - STUDIO 20 F-2 B-2 C-2 10'-0" W-3 W-1 W-1 W-1 P-2 - 120 32 - - - - B - - - - STUDIO 21 F-2 B-2 C-2 10'-0" W-3 W-1 W-1 W-1 P-2 - 121 - - NOTE #1 -DOOR BY SYMPATECO 34 - - - - STUDIO 22 F-2 B-2 C-2 9'-6" W-1 W-1 W-1 W-1 P-2 - 122 - - B - - - - 5 NOTE #1 -DOOR BY SYMPATECO STUDIO 23 F-2 B-2 C-2 9'-6" W-1 W-1 W-1 W-1 P-2 123 5 NOTE #8 37 3-0" 7'-0" 1 3/4' ALUM C ALUM ALUM 9/A3.2 STUDIO 24 F-2 B-2 C-2 9'-6" W-1 W-1 W-1 W-1 P-2 - 124 - - - - - NOTE #1 -DOOR BY SYMPATECO 39_ - STUDIO 25 F-2 B-2 C-2 9'-6" W-1 W-1 W-1 W-1 P-2 - 125 40_ - _ - B - - - - STUDIO 26 F-2 B-2 C-2 9'-6" W-1 W-1 W-1 W-1 P-2 _ 126 - - NOTE #1 -DOOR BY SYMPATECO 42 STUDIO 27 F-2 B-2 C-2 9'-6" W-1 W-1 W-1 W-1 P-2 127 _ - B _ _ _ - - NOTE #1 -DOOR BY SYMPATECO STUDIO 28 F-2 B-2 C-2 9'-6" W-1 W-1 W-1 W-1 P-2 128 - NOTE #1 -DOOR BY SYMPATECO 45- - - - B - - - - STUDIO 29 F-2 B-2 C-2 9'-6" W-1 W-1 W-1 W-1 P-2 - 129 - - - NOTE #1 -DOOR BY SYMPATECO 46 3'-0" 7'-0" 1 3/4' ALUM C STUDIO 30 F-2 B-2 C-2 9'-6" W-1 W-1 W-1 W-1 P-2 7'-0" 130 ALUM C ALUM ALUM 9/A3.2 9/A3.2 5 NOTE #8 48_ STUDIO 31 F-2 B-2 C-2 9'-6" W-1 W-1 W-1 W-1 P-2 - 131 49 _ _ _- B _ _ _ - STUDIO 32 F-2 B-2 C-2 9'-6" W-1 W-1 W-1 W-1 P-2 132 STUDIO 33 F-2 B-2 C-2 9'-6" W-1 W-1 W-1 W-1 P-2 133 STUDIO 34 F-2 B-2 C-2 9'-6" W-1 W-1 W-1 W-1 P-2 134 STUDIO 35 F-2 B-2 C-2 9'-6" W-1 W-1 W-1 W-1 P-2 135 STUDIO 36 F-2 B-2 C-2 9'-6" W-1 W-1 W-1 W-1 P-2 136 STUDIO 37 F-2 B-2 C-2 9'-6" W-1 W-1 W-1 W-1 P-2 137 STUDIO 38 F-2 B-2 C-2 9'-6" W-1 W-1 W-1 W-1 P-2 138 STUDIO 39 F-2 B-2 C-2 9'-6" W-1 W-1 W-1 W-1 P-2 139 STUDIO 40 F-2 B-2 C-2 9'-6" W-1 W-1 W-1 W-1 P-2 140 ENTRY F-1 B-1 * 13'-0" W-3 W-1 W-1 W-1 P -1/P-3 CUSTOM BY CONTRACTOR 141 CORRIDOR F-1 B-1 C-1 10'-6" W-1 W-1 W-1 W-1 P -1/P-3 142 CORRIDOR F-2 B-1 C-1 10'-6" W-1 W-1 W-1 W-1 P -1/P-3 143 CORRIDOR F-2 B-1 C-1 10'-6" W-1 W-1 W-1 W-1 P -1/P-3 144 VESTIBULE F-2 B-1 C-1 9'-6" W-1 W-1 W-1 W-1 P -1/P-3 145 MENS F-3 B-3 C-3 8'-0" W-5 W-4 W-4 W-5 CT&WALL 146 OVERING WOMENS F-3 B-3 C-3 8'-0" W-5 W-4 W-5 W-5 CT&WALL 147 OVERING CORRIDOR F-1 B-1 C-1 10'-6" W-1 W-1 W-1 W-1 P -1/P-3 148 CORRIDOR F-1 B-1 C-1 10'-6" W-1 W-1 W-1 W-1 P -1/P-3 149 CORRIDOR F-1 B-1 C-1 9'-6" W-1 W-1 W-1 W-1 P -1/P-3 150 BREAK ROOM F-1 B-1 C-3 8'-0" W-1 W-1 W-1 W-1 P-2 151 JANITOR F-2 B-1 C-2 8'-6" W-2 W-2 W-2 W-2 P-2 152 EQUIPMENT F-4 B-1 C-4 OPEN W-1 W-1 W-1 W-1 P-2 153 PLATFORM CORRIDOR F-1 B-1 C-1 10'-6" W-1 W-1 W-1 W-1 P -1/P-3 154 CORRIDOR F-1 B-1 C-1 9'-6" W-1 W-1 W-1 W-1 P -1/P-3 155 GENERAL DOOR NOTES 1. SEE DETAILS 1/A4.0 & 3/A4.0 ON SHEET A4.0 FOR SCHEDULE & REQUIREMENTS PER HORIZONTAL SLIDING DOOR TYPE "B". CUSTOM SLIDING TEMPERED GLASS DOOR PROVIDED BY SOLA SALON, INC. 2. TYPE "B" DOORS TO PROVIDE MINIMUM 32" CLEAR OPENING. 3. ALL HARDWARE FINISHES TO BE 626 SATIN CHROME FINISH UNLESS NOTED OTHERWISE. 4. ALL EGRESS DOORS (NEW OR EXISTING) LEADING TO THE EXTERIOR OF THE BUILDING ARE TO HAVE SIGNS ON THEM STATING "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS". 5. VERIFY THAT ALL LOCK HARDWARE REQUIRING KEYED CYLINDER(S) SHALL BE OF THE TYPE THAT ACCEPTS INDUSTRY STANDARD "SMALL FORMAT INTERCHANGEABLE CORES" (E.G. FALCON, ARROW, BEST, ETC.). CONTRACTOR SHALL INSTALL SAID LOCKS WITH CONTRACTOR'S OWN CORES AND QUANTITY OF KEYS REQUIRED FOR CONTRACTOR PURPOSES DURING CONSTRUCTION. 6. COORDINATE ALL LOCKSET FUNCTIONS W/ OWNER AND INSTA-KEY OR LOCK -SMITH. 7. TOILET STALL DOORS TO HAVE 1'-0" CUT OFF THE TOP & BOTTOM OF DOOR. WHEN ORDERING DOORS, REQUEST HINGES TO BE MOVED TO ACCOMMODATE 5' PANEL. 8. G.C. TO PROVIDE SWING -TYPE DOOR W/ GLASS PANEL. FINISH TO MATCH SLIDING DOORS. VERIFY SELECTION W/ OWNER. 9. NOT USED. 10. G.C. TO PROVIDE NEW ENTRY DOORS TO MATCH EXISTING STOREFRONT - VERIFY HEIGHT. MATCH EXISTING BUILDING HARDWARE. VERIFY SELECTION W/ OWNER. DOOR HARDWARE: HARDWARE SET #1 LOCKSET SCHLAGE AL SERIES, JUPITER, PASSAGE FUNCTION, 626/26D FINISH. HINGES STANLEY F179, 626/26D FINISH WALL STOP ROCKWOOD, #409, 612 FINISH HARDWARE SET #2 LOCKSET SCHLAGE AL SERIES, JUPITER, STORAGE FUNCTION, 626/26D FINISH. HINGES STANLEY F179, 626/26D FINISH WALL STOP ROCKWOOD, #409, 612 FINISH CLOSER LCN #P4041 HARDWARE SET #3 EXISTING DEADBOLT & PANIC HARDWARE REKEY & COORDINATE WITH OWNER HARDWARE SET #4 SET SCHLAGE AL SERIES, JUPITER, PRIVACY FUNCTION, 626/26D FINISH. HINGES STANLEY F179, 626/26D FINISH WALL STOP ROCKWOOD, #409, 612 FINISH HARDWARE SET #5 LOCKSET SCHLAGE AL SERIES, JUPITER, OFFICE FUNCTION, 626/26D FINISH. HINGES STANLEY F179, 626/26D FINISH WALL STOP ROCKWOOD, #409, 612 FINISH HOLDER IVES #452 CLOSER LCN #4130 HARDWARE SET #6 DEAD BOLT SCHLAGE B600 SERIES, 626/26D FINISH HINGES STANLEY F179 626/26D FINISH. NRB EXIT DEVICE VON DURPIN 22E0 CLOSER LCN #P4041 DOOR BOTTOM PEMPKO #276A THRESHOLD #276A 1. ALL INTERIOR DOORS AND FRAMES ARE TO BE PREPARED, HOLLOW METAL FRAMES PAINTED AS NOTED, BIRCH DOORS TO HAVE CLEAR STAIN (PROVIDE SAMPLES TO ARCHITECT FOR APPROVAL BEFORE APPLICATION). 2. INTERIOR DOOR HARDWARE - ALL DOORS TO HAVE A.D.A. ACCESSIBLE LEVER HANDLES, KEYED LOCKS ALL OFFICES, FINISH AND MANUFACTURER TO MATCH BUILDING STANDARD. CONTRACTOR TO COORDINATE KEYING WITH BUILDING MASTER AND BUILDING MANAGEMENT, PROVIDE 3 COPIES OF EACH KEY. 3. ALL EXIT DOORS TO HAVE READILY VISIBLE DURABLE SIGN ON EGRESS SIDE OR ADJACENT TO THE DOOR STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN THE BUILDING IS OCCUPIED." THE SIGN SHALL BE IN LETTERS 1" HIGH ON A CONTRASTING BLACK BLACK-GOUND. ROOM FINISH LEGEND - PROVIDE SUBMITTALS FOR REVIEW & APPROVAL - FLOOR NOTE: VERIFY ALL CHOICES WITH OWNER F-1 F-2 F-3 F-4 MOHAWK CARPET- LEE'S CUSTOM CARPET TILES - 50311-G9866 INSTALL IN QUARTER TURN PATTERN. *NATIONAL CONTRACT CONTACT: BETHANY FLOWERS THE MOHAWK GROUP PH: (800) 622-6228 x24703 EMAIL: Bethany_flowers@mohawkind.com KARNDEAN DESIGN FLOORING STYLE: OPUS COLOR: SP214 FORMA STONE (OTHER COLORS AVAILABLE- CONFIRM CHOICE W/ SOLA CORPORATE) *NATIONAL CONTRACT CONTACT: REMO MARTI TOTAL FLOORS, INC. 640 W. TENNESSEE AVE. DENVER, CO 80223 PH: (303) 596-3448 FAX: (303) 722-5913 EMAIL: remo@totalfloors.biz CERAMIC TILE FOR PREMIUM RESTROOMS. DALTILE UNITY COLLECTION "GRINGO P402" STAGGERED BRICKWORK PATTERN) W/ SCHLUTER DILEX-HKS STAINLESS COVE BASE; GROUT: CUSTOM PRODUCTS "FUSION PRO #WALNUT- VERIFY FINISH WITH OWNER. 3/4" T & G PLYWOOD BASE 1. PAINT - SHERWIN WILLIAMS PRODUCT 2. PAINT NAME: "DURATION HOME" P1 SHERWIN WILLIAMS #SW6791, LAUREN'S SURPRISE. P2 SHERWIN WILLIAMS #SW7008, ALABASTER . P3 SHERWIN WILLIAMS #SW7018, DOVETAIL. P4 SHERWIN WILLIAMS #SW7068, GRIZZLE GRAY. SPOT COLOR. CHECK W/ OWNER. 3. VERIFY FINISH ON SOLID DOORS -OPTIONAL PAINT TO MATCH SURROUNDING WALLS OR STAIN TO MATCH LAMINATE WOOD FINISH. 4. ALL PAINT TO BE MATTE FINISH. 5. DO NOT PAINT ELECTRICAL PANELS. 6. G.C. TO VERIFY CORRIDOR PAINT SCHEME W/ OWNER. 7. G.C. TO VERIFY STUDIO PAINT SCHEMES FOR PRE -LEASED STUDIOS. B-1 B-2 B-3 B-4 4" SPECTRUM V (30 OZ) QUICK BASE BOUND. COLOR: EBONY DOMINO (#4324) NATIONAL CONTRACT WITH "THE MOHAWK GROUP" SEE "F2" FLOORING CONTACT INFORMATION. JOHNSONITE RUBBER BASE K-63 BURNT UMBER. • NOT USED DALTILE RITTENHOUSE SQUARE "ARCTIC WHITE 0190" (VERTICAL BRICK JOINT W/SCHLUTER DESIGN -LINE STAINLESS TRANSITION TO WALL COVERING; GROUT CUSTOM BUILDING PRODUCTS "FUSION PRO#381 BRIGHT LIGHT -VERIFY WITH TENANT CEILING NOTE: PAINT ALL CEILING VENTS & REGISTERS TO MATCH SURROUNDING CEILING TILE. C-1 C-2 C-3 C4 2 X 2 GALVANIZED CORRUGATED PANELS DIE AND ROLLFORMING-SHERRI WANDELL 916-652-7667 sherri@americandieandrollforming.com 26 GUAGE (2 1/2" X1/2") GALVANIZED (G-90) PANEL SIZE 2.67 FT. X 2.67 FT. USG CEILING GRID--COLOR:CHROME SEE SHEET A6.0 & A6.1 FOR CEILING HEIGHTS. ALLOW 2 WEEKS MINIMUM FOR DELIVERY. USG #2852 RADAR CLIMAPLUS ILLUSION 8/12 WITH WHITE GRID. SEE SHEET A6.0 FOR CEILING HEIGHTS. GYPSUM WALLBOARD TO BE PAINTED TO MATCH SURROUNDING WALLS. OPEN TO STRUCTURE ABOVE THICK GENERAL DOOR NOTES 1. SEE DETAILS 1/A4.0 & 3/A4.0 ON SHEET A4.0 FOR SCHEDULE & REQUIREMENTS PER HORIZONTAL SLIDING DOOR TYPE "B". CUSTOM SLIDING TEMPERED GLASS DOOR PROVIDED BY SOLA SALON, INC. 2. TYPE "B" DOORS TO PROVIDE MINIMUM 32" CLEAR OPENING. 3. ALL HARDWARE FINISHES TO BE 626 SATIN CHROME FINISH UNLESS NOTED OTHERWISE. 4. ALL EGRESS DOORS (NEW OR EXISTING) LEADING TO THE EXTERIOR OF THE BUILDING ARE TO HAVE SIGNS ON THEM STATING "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS". 5. VERIFY THAT ALL LOCK HARDWARE REQUIRING KEYED CYLINDER(S) SHALL BE OF THE TYPE THAT ACCEPTS INDUSTRY STANDARD "SMALL FORMAT INTERCHANGEABLE CORES" (E.G. FALCON, ARROW, BEST, ETC.). CONTRACTOR SHALL INSTALL SAID LOCKS WITH CONTRACTOR'S OWN CORES AND QUANTITY OF KEYS REQUIRED FOR CONTRACTOR PURPOSES DURING CONSTRUCTION. 6. COORDINATE ALL LOCKSET FUNCTIONS W/ OWNER AND INSTA-KEY OR LOCK -SMITH. 7. TOILET STALL DOORS TO HAVE 1'-0" CUT OFF THE TOP & BOTTOM OF DOOR. WHEN ORDERING DOORS, REQUEST HINGES TO BE MOVED TO ACCOMMODATE 5' PANEL. 8. G.C. TO PROVIDE SWING -TYPE DOOR W/ GLASS PANEL. FINISH TO MATCH SLIDING DOORS. VERIFY SELECTION W/ OWNER. 9. NOT USED. 10. G.C. TO PROVIDE NEW ENTRY DOORS TO MATCH EXISTING STOREFRONT - VERIFY HEIGHT. MATCH EXISTING BUILDING HARDWARE. VERIFY SELECTION W/ OWNER. DOOR HARDWARE: HARDWARE SET #1 LOCKSET SCHLAGE AL SERIES, JUPITER, PASSAGE FUNCTION, 626/26D FINISH. HINGES STANLEY F179, 626/26D FINISH WALL STOP ROCKWOOD, #409, 612 FINISH HARDWARE SET #2 LOCKSET SCHLAGE AL SERIES, JUPITER, STORAGE FUNCTION, 626/26D FINISH. HINGES STANLEY F179, 626/26D FINISH WALL STOP ROCKWOOD, #409, 612 FINISH CLOSER LCN #P4041 HARDWARE SET #3 EXISTING DEADBOLT & PANIC HARDWARE REKEY & COORDINATE WITH OWNER HARDWARE SET #4 SET SCHLAGE AL SERIES, JUPITER, PRIVACY FUNCTION, 626/26D FINISH. HINGES STANLEY F179, 626/26D FINISH WALL STOP ROCKWOOD, #409, 612 FINISH HARDWARE SET #5 LOCKSET SCHLAGE AL SERIES, JUPITER, OFFICE FUNCTION, 626/26D FINISH. HINGES STANLEY F179, 626/26D FINISH WALL STOP ROCKWOOD, #409, 612 FINISH HOLDER IVES #452 CLOSER LCN #4130 HARDWARE SET #6 DEAD BOLT SCHLAGE B600 SERIES, 626/26D FINISH HINGES STANLEY F179 626/26D FINISH. NRB EXIT DEVICE VON DURPIN 22E0 CLOSER LCN #P4041 DOOR BOTTOM PEMPKO #276A THRESHOLD #276A 1. ALL INTERIOR DOORS AND FRAMES ARE TO BE PREPARED, HOLLOW METAL FRAMES PAINTED AS NOTED, BIRCH DOORS TO HAVE CLEAR STAIN (PROVIDE SAMPLES TO ARCHITECT FOR APPROVAL BEFORE APPLICATION). 2. INTERIOR DOOR HARDWARE - ALL DOORS TO HAVE A.D.A. ACCESSIBLE LEVER HANDLES, KEYED LOCKS ALL OFFICES, FINISH AND MANUFACTURER TO MATCH BUILDING STANDARD. CONTRACTOR TO COORDINATE KEYING WITH BUILDING MASTER AND BUILDING MANAGEMENT, PROVIDE 3 COPIES OF EACH KEY. 3. ALL EXIT DOORS TO HAVE READILY VISIBLE DURABLE SIGN ON EGRESS SIDE OR ADJACENT TO THE DOOR STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN THE BUILDING IS OCCUPIED." THE SIGN SHALL BE IN LETTERS 1" HIGH ON A CONTRASTING BLACK BLACK-GOUND. ROOM FINISH LEGEND - PROVIDE SUBMITTALS FOR REVIEW & APPROVAL - WALLS MARK W-1 W-2 W-3 W-4 W-5 W-6 W-7 NEW GWB - 5/8" SMOOTH FINISH GYPSUM FINISH, GYPSUM ASSOCIATION GA -214-95 LEVEL 4 FINISH WITH SQUARE CORNER BEAD, PAINTED WITH ACRYLIC LATEX ENAMEL PAINT (SHERMAN WILLIAMS PER PAINT SCHEDULE & NOTES), ONE COAT PRIMER/SEALER, TWO COATS, MATTE COLOR AS SELECTED BY TENANT. FRP PANELS. EXISTING GLASS STOREFRONT W/NEW LOW GLASS NEW TILE WAINSCOT TO 54" (SEE TILE NOTES) NEW WATER RESISTANT GWB - 5/8" SMOOTH FINISH GYPSUM FINISH, GYPSUM ASSOCIATION GA -214-95 LEVEL 4 FINISH WITH SQUARE CORNER BEAD, TRANSITIONING FROM TILE TO WALL COVERING MAHARAM 399600 SYSTEM "010 COBALT" NEW TILE WAINSCOT TO 54" (SEE TILE NOTES), NEW WATER RESISTANT GWB - TWO LAYERS OF 5/8" SMOOTH FINISH GYPSUM FINISH, GYPSUM ASSOCIATION GA -214-95 LEVEL 4 FINISH WITH SQUARE CORNER BEAD TRANSITIONING FROM TILE TO WALL COVERING MAHARAM 399600 SYSTEM "010 COBALT" NEW QUITE ROCK GWB - 5/8" SMOOTH FINISH GYPSUM FINISH, GYPSUM ASSOCIATION GA -214-95 LEVEL 4 FINISH WITH SQUARE CORNER BEAD, PAINTED WITH ACRYLIC LATEX ENAMEL PAINT (SHERMAN WILLIAMS PER PAINT SCHEDULE & NOTES), ONE COAT PRIMER/SEALER, TWO COATS, MATTE COLOR AS SELECTED BY TENANT. NEW QUITE ROCK GWB -2 LAYERS OF 5/8" SMOOTH FINISH GYPSUM FINISH, GYPSUM ASSOCIATION GA -214-95 LEVEL 4 FINISH WITH SQUARE CORNER BEAD, PAINTED WITH ACRYLIC LATEX ENAMEL PAINT (SHERMAN WILLIAMS PER PAINT SCHEDULE & NOTES), ONE COAT PRIMER/SEALER, TWO COATS, MATTE COLOR AS SELECTED BY TENANT. PAINT 1. PAINT - SHERWIN WILLIAMS PRODUCT 2. PAINT NAME: "DURATION HOME" P1 SHERWIN WILLIAMS #SW6791, LAUREN'S SURPRISE. P2 SHERWIN WILLIAMS #SW7008, ALABASTER . P3 SHERWIN WILLIAMS #SW7018, DOVETAIL. P4 SHERWIN WILLIAMS #SW7068, GRIZZLE GRAY. SPOT COLOR. CHECK W/ OWNER. 3. VERIFY FINISH ON SOLID DOORS -OPTIONAL PAINT TO MATCH SURROUNDING WALLS OR STAIN TO MATCH LAMINATE WOOD FINISH. 4. ALL PAINT TO BE MATTE FINISH. 5. DO NOT PAINT ELECTRICAL PANELS. 6. G.C. TO VERIFY CORRIDOR PAINT SCHEME W/ OWNER. 7. G.C. TO VERIFY STUDIO PAINT SCHEMES FOR PRE -LEASED STUDIOS. W Ca GENERAL DOOR NOTES 1. SEE DETAILS 1/A4.0 & 3/A4.0 ON SHEET A4.0 FOR SCHEDULE & REQUIREMENTS PER HORIZONTAL SLIDING DOOR TYPE "B". CUSTOM SLIDING TEMPERED GLASS DOOR PROVIDED BY SOLA SALON, INC. 2. TYPE "B" DOORS TO PROVIDE MINIMUM 32" CLEAR OPENING. 3. ALL HARDWARE FINISHES TO BE 626 SATIN CHROME FINISH UNLESS NOTED OTHERWISE. 4. ALL EGRESS DOORS (NEW OR EXISTING) LEADING TO THE EXTERIOR OF THE BUILDING ARE TO HAVE SIGNS ON THEM STATING "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS". 5. VERIFY THAT ALL LOCK HARDWARE REQUIRING KEYED CYLINDER(S) SHALL BE OF THE TYPE THAT ACCEPTS INDUSTRY STANDARD "SMALL FORMAT INTERCHANGEABLE CORES" (E.G. FALCON, ARROW, BEST, ETC.). CONTRACTOR SHALL INSTALL SAID LOCKS WITH CONTRACTOR'S OWN CORES AND QUANTITY OF KEYS REQUIRED FOR CONTRACTOR PURPOSES DURING CONSTRUCTION. 6. COORDINATE ALL LOCKSET FUNCTIONS W/ OWNER AND INSTA-KEY OR LOCK -SMITH. 7. TOILET STALL DOORS TO HAVE 1'-0" CUT OFF THE TOP & BOTTOM OF DOOR. WHEN ORDERING DOORS, REQUEST HINGES TO BE MOVED TO ACCOMMODATE 5' PANEL. 8. G.C. TO PROVIDE SWING -TYPE DOOR W/ GLASS PANEL. FINISH TO MATCH SLIDING DOORS. VERIFY SELECTION W/ OWNER. 9. NOT USED. 10. G.C. TO PROVIDE NEW ENTRY DOORS TO MATCH EXISTING STOREFRONT - VERIFY HEIGHT. MATCH EXISTING BUILDING HARDWARE. VERIFY SELECTION W/ OWNER. DOOR HARDWARE: HARDWARE SET #1 LOCKSET SCHLAGE AL SERIES, JUPITER, PASSAGE FUNCTION, 626/26D FINISH. HINGES STANLEY F179, 626/26D FINISH WALL STOP ROCKWOOD, #409, 612 FINISH HARDWARE SET #2 LOCKSET SCHLAGE AL SERIES, JUPITER, STORAGE FUNCTION, 626/26D FINISH. HINGES STANLEY F179, 626/26D FINISH WALL STOP ROCKWOOD, #409, 612 FINISH CLOSER LCN #P4041 HARDWARE SET #3 EXISTING DEADBOLT & PANIC HARDWARE REKEY & COORDINATE WITH OWNER HARDWARE SET #4 SET SCHLAGE AL SERIES, JUPITER, PRIVACY FUNCTION, 626/26D FINISH. HINGES STANLEY F179, 626/26D FINISH WALL STOP ROCKWOOD, #409, 612 FINISH HARDWARE SET #5 LOCKSET SCHLAGE AL SERIES, JUPITER, OFFICE FUNCTION, 626/26D FINISH. HINGES STANLEY F179, 626/26D FINISH WALL STOP ROCKWOOD, #409, 612 FINISH HOLDER IVES #452 CLOSER LCN #4130 HARDWARE SET #6 DEAD BOLT SCHLAGE B600 SERIES, 626/26D FINISH HINGES STANLEY F179 626/26D FINISH. NRB EXIT DEVICE VON DURPIN 22E0 CLOSER LCN #P4041 DOOR BOTTOM PEMPKO #276A THRESHOLD #276A 1. ALL INTERIOR DOORS AND FRAMES ARE TO BE PREPARED, HOLLOW METAL FRAMES PAINTED AS NOTED, BIRCH DOORS TO HAVE CLEAR STAIN (PROVIDE SAMPLES TO ARCHITECT FOR APPROVAL BEFORE APPLICATION). 2. INTERIOR DOOR HARDWARE - ALL DOORS TO HAVE A.D.A. ACCESSIBLE LEVER HANDLES, KEYED LOCKS ALL OFFICES, FINISH AND MANUFACTURER TO MATCH BUILDING STANDARD. CONTRACTOR TO COORDINATE KEYING WITH BUILDING MASTER AND BUILDING MANAGEMENT, PROVIDE 3 COPIES OF EACH KEY. 3. ALL EXIT DOORS TO HAVE READILY VISIBLE DURABLE SIGN ON EGRESS SIDE OR ADJACENT TO THE DOOR STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN THE BUILDING IS OCCUPIED." THE SIGN SHALL BE IN LETTERS 1" HIGH ON A CONTRASTING BLACK BLACK-GOUND. NOTE: IS IS A DESIGN BUILD PROJECT. MECHANICAL, PLUMBING, AND ELECTRICAL PLANS ARE TO BE DIFFERED SUBMITTALS. ALL PLANS SHALL MEET ALL WASHINGTON STATE AND CITY TUKWILA CODES. CONTACT THE ARCHITECT FOR AND COORDINATION ISSUES WITH THESE DIFFERED SUBMITTALS. Ot3 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 2 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 202016 PERMIT CENTER ARCHITECTS 6418 E TANQUE VERDE TUCSON, AZ 85715 P (520) 546-6667 F (520) 546-4777 0 H r nciolor)0 W 0 z F- ,T^^ L J CO OCT -17 2016 JOB: 16.029 COPYRIGHT © 2016 BY L2 ARCHITECTS DOOR SCHEDULE cD TYPE A IEXTERIOR DOOR: 7'-0", FLUSH, NORROW STYLE, ALUMINUM ENTRANCE DOOR, TRANSOM, FRAME & HARDWARE SERIES 190 BY KAWNEER OR EQUAL, FINISH TO MATCH EXISTING. TYPE B HORIZONTAL SLIDING DOOR - PROVIDED BY SOLA TYPE C INTERIOR DOOR: 7'-0", NARROW STYLE, ANODIZED ALUMINUM STOREFRONT WITH TEMPERED GLASS IN ALUMINUM STOREFRONT FRAME WITH HARDWARE, SERIES 190 BY KAWNEER OR EQUAL. FINISH TO MATCH DOOR 'B'. TYPE D EXTERIOR DOOR, 7-0" EXISTING HOLLOW METAL DOOR IN HOLLOW METAL FRAME WITH EXISTING PANIC HARDWARE TYPE E INTERIOR DOOR: 7'-0", FLUSH, SOLID CORE, WOOD, STAINED BIRCH WITH FINISH, IN HOLLOW METAL FRAME ASSEMBLY. TYPE F INTERIOR DOOR: 7'-0", FLUSH, SOLID CORE, WOOD, STAINED BIRCH WITH FINISH, IN HOLLOW METAL FRAME ASSEMBLY. MARK DOOR FRAME DETAIL w W Ca W W Q REMARKS WIDTH HEIGHT THICK MAT'L TYPE FINISH MAT'L HEAD JAMB 1. z 1 3-0" 7'-0" 2" ALUM A ALUM ALUM 7/A3.2 7/A3.2 N N . 2 DOUBLE ENTRY DOORS:NOTE #10 2 - - - - B - - - - - NOTE #1 -DOOR BY SYMPATECO 3 - - - - B - - - - - NOTE #1 -DOOR BY SYMPATECO 4 3'-0" 7'-0" 1 3/4' ALUM C ALUM ALUM 9/A3.2 9/A3.2 5 NOTE #8 5 - - - - B - - - - - NOTE #1 -DOOR BY SYMPATECO 6 3'-0" 7'-0" 1 3/4' ALUM C ALUM ALUM 9/A3.2 9/A3.2 7 3'-0" 7'-0" 1 3/4' ALUM C ALUM ALUM 9/A3.2 9/A3.2 5 NOTE #8 8 - - - - B - - - - - NOTE #1 -DOOR BY SYMPATECO 9 3'-0" 7'-0" 1 3/4' WOOD E PAINT HM 13/A3.2 13/A3.2 1 10 3'-0" 7'-0" 13/4' WOOD E PAINT HM 13/A3.2 13/A3.2 1 11 3'-0" 5'-0" 1 3/4' WOOD F PAINT HM 13/A3.2 13/A3.2 4 12 2'-8" 5'-0" 1 3/4' WOOD F PAINT HM 13/A3.2 13/A3.2 4 13 2-0" 7'-0" 1 3/4' WOOD F PAINT HM 13/A3.2 13/A3.2 4 14 - - - - B - - - - - NOTE #1 -DOOR BY SYMPATECO 15 - - - - B - - - - 1 - NOTE #1 -DOOR BY SYMPATECO 16 - - - - B - - - - NOTE #1 -DOOR BY SYMPATECO 17 - - - - B - - - - - NOTE #1 -DOOR BY SYMPATECO 18 - - - - B - - - - - NOTE #1 -DOOR BY SYMPATECO 19 - - - - B - - - - NOTE #1 -DOOR BY SYMPATECO 20 EXIST EXIST EXIST EXIST D EXIST EXIST EXIST 3 21 3-0" 7'-0" 1 3/4' WOOD E PAINT HM 13/A3.2 13/A3.2 22 3'-0" 7'-0" 13/4' WOOD E PAINT HM 13/A3.2 13/A3.2 23 - - _ . - B_ _ - - - NOTE #1 -DOOR BY SYMPATECO 24 - - - - B - - - - - NOTE #1 -DOOR BY SYMPATECO 25 - - - - B - - - - - NOTE #1 -DOOR BY SYMPATECO 26 3-0" 7'-0" 1 3/4' ALUM C ALUM ALUM 9/A3.2 9/A3.2 5 NOTE #8 27 - - - - B - - - - - NOTE #1 -DOOR BY SYMPATECO 28 - - - - - - - - - NOTE #1 -DOOR BY SYMPATECO 29 - - - - B - - - - - NOTE #1 -DOOR BY SYMPATECO 30 - - - - B - - - - - NOTE #1 -DOOR BY SYMPATECO 31 - - - - B - - - - - NOTE #1 -DOOR BY SYMPATECO 32 - - - - B - - - - - NOTE #1 -DOOR BY SYMPATECO 33 - - - - - - - - - NOTE #1 -DOOR BY SYMPATECO 34 - - - - - - - - - NOTE #1 -DOOR BY SYMPATECO 35 - - - - B - - - - 5 NOTE #1 -DOOR BY SYMPATECO 36 3'-0" 7'-0" 1 3/4' ALUM C ALUM ALUM 9/A3.2 9/A3.2 5 NOTE #8 37 3-0" 7'-0" 1 3/4' ALUM C ALUM ALUM 9/A3.2 9/A3.2 5 NOTE #8 38_ - - - B - - - - - NOTE #1 -DOOR BY SYMPATECO 39_ - - - B - - - - - NOTE #1 -DOOR BY SYMPATECO 40_ - _ - B - - - - - NOTE #1 -DOOR BY SYMPATECO 41 _ _ _ - B _ _ - - - NOTE #1 -DOOR BY SYMPATECO 42 43_ _ _ - B _ _ _ - - NOTE #1 -DOOR BY SYMPATECO 44- - - - B - - - - - NOTE #1 -DOOR BY SYMPATECO 45- - - - B - - - - - NOTE #1 -DOOR BY SYMPATECO 45- - - - B - - - - - NOTE #1 -DOOR BY SYMPATECO 46 3'-0" 7'-0" 1 3/4' ALUM C ALUM ALUM 9/A3.2 9/A3.2 5 NOTE #8 47 3'-0" 7'-0" 1 3/4' ALUM C ALUM ALUM 9/A3.2 9/A3.2 5 NOTE #8 48_ - - - B - - - - - NOTE #1 -DOOR BY SYMPATECO 49 _ _ _- B _ _ _ - NOTE #1 -DOOR BY SYMPATECO NOTE: IS IS A DESIGN BUILD PROJECT. MECHANICAL, PLUMBING, AND ELECTRICAL PLANS ARE TO BE DIFFERED SUBMITTALS. ALL PLANS SHALL MEET ALL WASHINGTON STATE AND CITY TUKWILA CODES. CONTACT THE ARCHITECT FOR AND COORDINATION ISSUES WITH THESE DIFFERED SUBMITTALS. Ot3 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 2 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 202016 PERMIT CENTER ARCHITECTS 6418 E TANQUE VERDE TUCSON, AZ 85715 P (520) 546-6667 F (520) 546-4777 0 H r nciolor)0 W 0 z F- ,T^^ L J CO OCT -17 2016 JOB: 16.029 COPYRIGHT © 2016 BY L2 ARCHITECTS DOOR TYPES SEE SHEET A3.2 FOR DOOR ELEVATIONS TYPE A IEXTERIOR DOOR: 7'-0", FLUSH, NORROW STYLE, ALUMINUM ENTRANCE DOOR, TRANSOM, FRAME & HARDWARE SERIES 190 BY KAWNEER OR EQUAL, FINISH TO MATCH EXISTING. TYPE B HORIZONTAL SLIDING DOOR - PROVIDED BY SOLA TYPE C INTERIOR DOOR: 7'-0", NARROW STYLE, ANODIZED ALUMINUM STOREFRONT WITH TEMPERED GLASS IN ALUMINUM STOREFRONT FRAME WITH HARDWARE, SERIES 190 BY KAWNEER OR EQUAL. FINISH TO MATCH DOOR 'B'. TYPE D EXTERIOR DOOR, 7-0" EXISTING HOLLOW METAL DOOR IN HOLLOW METAL FRAME WITH EXISTING PANIC HARDWARE TYPE E INTERIOR DOOR: 7'-0", FLUSH, SOLID CORE, WOOD, STAINED BIRCH WITH FINISH, IN HOLLOW METAL FRAME ASSEMBLY. TYPE F INTERIOR DOOR: 7'-0", FLUSH, SOLID CORE, WOOD, STAINED BIRCH WITH FINISH, IN HOLLOW METAL FRAME ASSEMBLY. NOTE: IS IS A DESIGN BUILD PROJECT. MECHANICAL, PLUMBING, AND ELECTRICAL PLANS ARE TO BE DIFFERED SUBMITTALS. ALL PLANS SHALL MEET ALL WASHINGTON STATE AND CITY TUKWILA CODES. CONTACT THE ARCHITECT FOR AND COORDINATION ISSUES WITH THESE DIFFERED SUBMITTALS. Ot3 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 2 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 202016 PERMIT CENTER ARCHITECTS 6418 E TANQUE VERDE TUCSON, AZ 85715 P (520) 546-6667 F (520) 546-4777 0 H r nciolor)0 W 0 z F- ,T^^ L J CO OCT -17 2016 JOB: 16.029 COPYRIGHT © 2016 BY L2 ARCHITECTS ARCHITECTS 6418 E TANQUE VERDE TUCSON, AZ 85715 P (520) 546-6667 F (520) 546-4777 n 0 EC 2 I- w H 11)z — O� CJ) � a y tT�� 1 J a'�I TEMPERED GLAZING iI ANODIZED ALUMINUM FRAME BOTTOM OF STRUCT. AA A1.0 BEGIN 8" FROM ADJACENT WALL. MIN. NO 12 GA. HANGER WIRE AT 4'-O" O.C. - WHERE OCCURS SPLAY WIRE CONT. TRACK PERP. TO BEARING #8 SM SCREEN TO EA. TRUSS. 6 SM SCREENS © 24" O.C. ♦ �. �i / LIGHT FIXTURE�� CLIP 4 CORNERS LIGHT > 56# - SUPPORTES DIRECTLY TO STRUCTURE < 56# - SUPPORTED WITH TWO #12 SLACK WIRES AND ALL FOUR ATTACHED TO GRID ABOVE SHOWN FOR HEAVY DUTY SYSTEM OF GRIDS/RUNNERS. FOR INTERMEDIATE DUTY SYSTEMS, PROVIDE ADDITIONAL LINES AS NEEDED TO RUNNERS WITHIN 3” FROM FIXTURE CORNERS. FIXTURE SUPPORT N. -' �w„ICORNERS _3 v„��WIRE w w 1:4::: • • i1i_ SCHEDULE CEILING FINISH 5/8 - 20 GA METAL STUDS @ 24 O.C. WITH 5/8” TYPE 'X' GWB EACH R-19 BAH INSULATION ULL HEIGHT AT ®R 11 AT4, RAMSET TRACK @ 32" O.C. & MAX OF 6" @ANY END OR AT WALL INTER -SECTION CROSS RUNNER 2y SUSPENDED MEMBERS WITH A ,��q� MINIMUM OF TURNS AT EACH SET OF SPLAY WIRES - 200# DESIGN '/ FORCE / P� 8" ONE VERTICAL SUPPORT FROM ADJACENT WALL MIN. NO. 12 GA. HANGER WIRE AT 4'-0" O.C.i� TWO NO. 12 GA. SPLAY WIRES �� PERPENDICULAR TO MAIN RUNNER TWO N0. 12 GA. SPLAY WIRES IN,SEE # � METAL CUP OR SADDLE ` TIE �` �i r. N0. 12 GA. SPLAY WIRE IN LINE WITH RUNNER MAIN RUNNER METAL CLIP OR SADDLE WIRE TIE J MOULD TRIM. PLAN FOR PARTITION TYPESIDE. 'LINE SS�� cR° ACT ��' \ Rs q�NR �ti���, CEILING WITH MAIN RUNNER �'� SUPPORT ADA THRESHOLD REFER TO IBC 803.9.1.1 FOR INSTALLATION STANDARDS, INCLUDING FURTHER REFERENCE TO ASTM C 635 AND C 636. TYP. SUSPENDED CHANNEL CEILING SUPPORT i ni in _ 'T' LUMINUM DOOR SILL POP RIVET TRACK TO GRID @ �� PARTITION 48" O.C. STAGGERED AND @ 6" FROM ANY END AT TRACK. ALT. SCREW TRACK TO 'T'GRID. CONN. INTERIOR • PARTITION *NTS. ®6" METAL STUDS AA NTS. 0TYP. 0TYP. NOT TO SCALE 4 NOT TO SCALE NOT TO SCALE — CARPET, SEE FINISH FLOAT FLUSH SCHEDULE FLOOR AS FINISH PTE ZINC NECESSARY SURFACES TRANSITION NEW CERAMIC SCHEDULE TO TRANSITION STRIP TILE PER EXISTING SLAB / NOTE IF LINTEL NOT EXISTING SEE 1 /51.0 f• ANODIZED ALUMINUM FRAME • NOTE PROVIDE KICKERS TO STURCTURE a �' y � EXIST. STRUCTURE DO NOT PENETRATE \ EXIST. ROOF DECK RAMSET TRACK @ 24" O.C. TO BTM. OF EXISTING DECK METAL STUDS © 24" O.C. W/ GWB PER PARTITION SCHED. CARRY GWB FULL HEIGHT TO BOTTOM OF STRUCTURE -EACH SIDE, CAULK GWB EDGE AT INTERSECTION TO ::. EXIST LINTEL• • �. • GWB BOTH SIDES 5/8" BUILT-UP METAL STUD HEADER .. - _ :' EXIST. 8" WIDE CMU � w J a �`' = 0 w cn w ce � STRUCT. SCHEDULED CEILING FINISH SOUND BATT TO FULL HEIGHT OF PARTITION. CAULK GWB EDGE © FLOOR, WALLS & INTER -SECTION © STRUCT ABOVE. EXIST CONC SLAB WITH SCHEDULED FINISH • • X SEALANT OVER BACKING EXTERIOR -\ 1/2/:: •a L ROD, COLOR TO MATCH ANODOZIED COLOR. AND CONT. 'l L_1 ' - N - rim ` TEMPERED 1 " INSULATED GLAZING —i—'I BACKER ROD SEALANT BOTH SIDES, TYP. �� co 77 r WELDED HOLLOW METAL FRAME - PAINT DOOR - SEE SCHEDULE 'v. MLo ■ ffi TEMPERED GLAZING FIXED ALUMINUM STOREFRON- WINDOW WITH 1" INSULATED GLASS ......,�......�..........►.�...�.'..' , WINDOW HORIZ. BAR TILE/CARPET .s TRANSITION �j DOOR HEAD irf9u ANODIZED ALUMINIUM STOREFRONT FRAME TEMPERED 1 " INSULATED GLAZING -JAMB SIM. `) INTERIOR DOOR HEADER DETAIL ALUMINUM ,J WINDOW HEAD/JAMB • HEIGHT PARTITION *FULL NTS. 20 GA 3 5/8" MTL STUDS ®20 GA 6" MTL STUDS NOT TO SCALE S(L11ET7CB�LE °CERAMIC NTS NOT TO SCALE NOTE IF LINTEL NOT EXISTING SEE 1/51.0 METAL STUDS SEE PARTITION TYPES WALL TYPE PER 3/8"REINFORCEMENT 7/8" WESTERN INTEGRATED SERIES #315 DOOR FRAME 2/10 GA HINGE AND 14 GA LOCK STRIKE; FIRE RATING &/OR FINISH PER METAL STUDS SEE HOLLOW METAL FRAME PARTITION TYPES JAMB ANCHORS - (3) PER 4 1/2" ��- PIN & WIRE INSULATION TO co FULL HEIGHT w -� �w • 2. • : : 4 SCHEDULE CEILING FINISH NEW GWB EW TO SURUCTURE DEMISING PARTITION 6" - 20 GA METAL STUDS @ 24" O.C. WITH 5/8" �:.. • :. " ✓ EXIST LINTEL TEMPERED " INSULATED GLAZING UNIT 4 1/2" ALUMINUM STOREFRONT WINDOW FRAMING SEALANT BOTH SIDES ... PLAN DOOR SCHEDULE.• :.. iiiimmommon JAMB MIN. GLAZING & GASKET PER SCHEDULE __ MI _ , ..: . �® EXIST. 8" WIDE CMU _ n \/ \/\ EXTERIOR ' : j t ,,, I w ° - JAMB ANCHORS - (3) \ g a w w Cl) I 1 j = SIGN TYPE KEYNOTES '01/8" THICK ACRYLIC. O COPY RAISED 1/32" FROM BACKGROUND HEIGHT AS SHOWN ON DETAILS.NS DEPICTING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE WHITE ON A BLUE BACKGROUND GRADE 2 BRAILLE RAISED 1/32" FROM BACKGROUND. COLOR SHALL BE CLEAR MATTE OR SAME AS BACKGROUND (CONTRACTOR SHALL TRANSLATE SIGN MESSAGE INTO BRAILLE). ®1/16" WIDE LINE REVERSE ENGRAVED TO A_ DEPTH OF 1/32".NS DEPICTING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE WHITE ON A BLUE BACKGROUND 05 INTERNATIONAL SYMBOLS RAISED 1/32" FROM BACKGROUND. ALL INTERIOR AND EXTERIOR SIGNS DEPICTING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE WHITE ON A BLUE BACKGROUND EDGES & CORNERS EASED SLIGHTLY SO AS TO BE SMOOTH TO THE TOUCH. MIDDLE OF SIGN TO BE PLACED 60" A.F.F. SIGNAGE SHALL BE SECURED WITH SILICONE ADHESIVE DOUBLE SIDED FOAM TAPE, OR EXPANSION ANCHOR LETTERING STYLE SHALL BE HELVETICA MEDIUM. SIGN CONTRACTOR SHALL PROVIDE COMPLETE SKETCH DRAWINGS. SUBMIT ONE FULL SIZE SAMPLE FOR EACH TYPE IN THE CORRECT COLORS AND FINISHES. THESE BECOME THE STANDARD FOR QUALITY ON THE JOB AND BE INCORPORATED INTO THE WORK. VERIFY LOCATION OF SIGNAGE ON SITE. IF THERE IS ROOM BESIDE THE DOOR OR IF LOCATION IS UNCERTAIN VERIFY WITH ARCHITECT BEFORE PROCEEDING. THESE SIGNS SHALL MEET OR EXCEED ALL REQUIREMENTS THE AMERICANS WITH DISABILITIES ACT UNDER CURRENT INTERPRETATION BY THE JUSTICE DEPARTMENT AND INDUSTRIES STANDARDS VERIFY COPY WITH OWNER & ARCHITECT PRIOR TO FABRICATION. ALL SIGNS DEPICTING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE WHITE ON A BLUE BACKGROUND SEE P CENTER SIGNA•( PAINTED GWB G.C. TO MAKE CEILING HEIGHT AS HIGH AS POSSIBLE. (VERIFY WITH OWNER) • LAN FOR LOCATION - 3E ABOVE DOOR TYP W O 0 0 —J 0 \ AREA OF SOLID BLOCKING WHEN FRAMING,GC TO RUN BASEPLATE THROUGH OPENING FROM SIDE TO SIDE AND ENSURE PROPER ALIGNMENT OF OPENING FOR DOOR FRAME. 6'-3 1/2" OVERALL DOOR FRAME CUSTOM SLIDING TEMPERED GLASS DOOR- PROVIDED BY SOLA , INC. 1.800.652.1923 75%2" W x 8534 FRAME SIZE- VERIFY 32" CLEAR OPENING WITH NO THRESHOLD. FINISH TO STANDARD CLEAR ANODIZED ALUMINUM. • NOTE: EACH PAIR OF DOORS TO BE KEYED DIFFERENTLY. KEYS TO BE RE -KEYED LOCALLY AFTER INSTALLATION & PROVIDE MASTER KEY FOR OWNER. ALLOW 6 WEEKS MIN. TO ORDER. VERIFY ROUGH OPENING WITH MFA. SEE ALSO DETAIL 3/A4.0, FOR SIGNAGE IN CORRIDOR VERIFY EXACT SCONCE (C) LOCATION WITH OWNERS (SEE ALSO A1.6) TWO DOOR HOOKS PER SLIDING DOOR. G.C. TO INSTALL PER OWNER - LOWES BRAINERD #66326 BRUSH NICKEL 411 VERIFY EXACT SCONCE (C) LOCATION WITH OWNERS (SEE ALSO A6.0) SCONCE SIDE VIEW TYPICAL INTERIOR ELEVATION AT SIDING DOOR SCALE: 3/8"=1'-0" ,SIUNACit 13KAC:Kt I - PROVIDED BY SOLA 1'-4" 105" AFF 12" 0 x Y2" THICK SIGN (TENANT INSERTS BY OTHERS) SOLID BLOCKING WITHIN WALLS f AS NOTED 3/8" 0 x 3" LONG LAG BOLTS 12" 0 x Y2" THICK SIGN (TENANT INSERTS BY OTHERS) SOLID BLOCKING WITHIN WALLS AS NOTED SIGNAGE BRACKET PROVIDED BY SOLA INC. TYP. SIGNAGE DEATILS SCALE 2"=1'-0" 2X6 HEADER METAL STUDIITH WOOD BLOCKING I AA. '' \45aw, .1401 DRYWALL TO COVER FRAMING METAL STUD WITH WOOD STUD BLOCKING D YWALL D YWALL / SEE DETAIL OF CORNER FRAMING N METAL STUD W/ BLOCKING STUDIO 41 CORRIDOR ROUGH OPENING IS FRAMED WITH METAL STUDS -METAL STUDS REQUIRE CONTINUOUS WOOD BLOCKING EDGE OF STUDS SHOULD BE FLUSH WITH THE DRYWALL AND CARE SHOULD BE TAKEN TO MAKE SURE THAT THE DRYWALL IS SQUARE AND PLUMB. JAMB DETAIL OF ROUGH OPENING FOR SLIDING DOORS (HEAD DETAIL SIM) z z Uk 0 0 • KEEP DRYWALL SCREWS 12" AWAY FROM HEADER OPENING BECAUSE THEY CAN "POP" WHEN DOOR IS INSTALLED. DOOR ASSEMBLY CONSISTS OF ONE FIXED DOOR AND ONE SLIDING DOOR SUSPENDED ON TRACK. SUSPENDED DOOR IS SUPPORTED BY DOOR FRAME FIXED PANEL. CRITICAL: ROUGH OPENING SIZE 77 '/a" WIDE x 86 %8" HIGH OVERALL DOOR FRAME /r~" SLING 0!).2 > /// // \ AREA OF SOLID BLOCKING WHEN FRAMING,GC TO RUN BASEPLATE THROUGH OPENING FROM SIDE TO SIDE AND ENSURE PROPER ALIGNMENT OF OPENING FOR DOOR FRAME. 6'-3 1/2" OVERALL DOOR FRAME CUSTOM SLIDING TEMPERED GLASS DOOR- PROVIDED BY SOLA , INC. 1.800.652.1923 75%2" W x 8534 FRAME SIZE- VERIFY 32" CLEAR OPENING WITH NO THRESHOLD. FINISH TO STANDARD CLEAR ANODIZED ALUMINUM. • NOTE: EACH PAIR OF DOORS TO BE KEYED DIFFERENTLY. KEYS TO BE RE -KEYED LOCALLY AFTER INSTALLATION & PROVIDE MASTER KEY FOR OWNER. ALLOW 6 WEEKS MIN. TO ORDER. VERIFY ROUGH OPENING WITH MFA. SEE ALSO DETAIL 3/A4.0, FOR SIGNAGE IN CORRIDOR VERIFY EXACT SCONCE (C) LOCATION WITH OWNERS (SEE ALSO A1.6) TWO DOOR HOOKS PER SLIDING DOOR. G.C. TO INSTALL PER OWNER - LOWES BRAINERD #66326 BRUSH NICKEL 411 VERIFY EXACT SCONCE (C) LOCATION WITH OWNERS (SEE ALSO A6.0) SCONCE SIDE VIEW TYPICAL INTERIOR ELEVATION AT SIDING DOOR SCALE: 3/8"=1'-0" ,SIUNACit 13KAC:Kt I - PROVIDED BY SOLA 1'-4" 105" AFF 12" 0 x Y2" THICK SIGN (TENANT INSERTS BY OTHERS) SOLID BLOCKING WITHIN WALLS f AS NOTED 3/8" 0 x 3" LONG LAG BOLTS 12" 0 x Y2" THICK SIGN (TENANT INSERTS BY OTHERS) SOLID BLOCKING WITHIN WALLS AS NOTED SIGNAGE BRACKET PROVIDED BY SOLA INC. TYP. SIGNAGE DEATILS SCALE 2"=1'-0" 2X6 HEADER METAL STUDIITH WOOD BLOCKING I AA. '' \45aw, .1401 DRYWALL TO COVER FRAMING METAL STUD WITH WOOD STUD BLOCKING D YWALL D YWALL / SEE DETAIL OF CORNER FRAMING N METAL STUD W/ BLOCKING STUDIO 41 CORRIDOR ROUGH OPENING IS FRAMED WITH METAL STUDS -METAL STUDS REQUIRE CONTINUOUS WOOD BLOCKING EDGE OF STUDS SHOULD BE FLUSH WITH THE DRYWALL AND CARE SHOULD BE TAKEN TO MAKE SURE THAT THE DRYWALL IS SQUARE AND PLUMB. JAMB DETAIL OF ROUGH OPENING FOR SLIDING DOORS (HEAD DETAIL SIM) z z Uk 0 0 • KEEP DRYWALL SCREWS 12" AWAY FROM HEADER OPENING BECAUSE THEY CAN "POP" WHEN DOOR IS INSTALLED. DOOR ASSEMBLY CONSISTS OF ONE FIXED DOOR AND ONE SLIDING DOOR SUSPENDED ON TRACK. SUSPENDED DOOR IS SUPPORTED BY DOOR FRAME FIXED PANEL. CRITICAL: ROUGH OPENING SIZE 77 '/a" WIDE x 86 %8" HIGH OVERALL DOOR FRAME DRYWALL TYPICAL SLIDING DOOR DETAILS 6'-3 1/2" OVERALL DOOR FRAME 6'-5" METAL TRACK W/ WOOD BLOCKING METAL STUD W/ BLOCKING DRYWALL TO COVER FRAMING EACH SIDE SEE DETAIL ji NO DOOR THRESHOLD ON DOOR FRAME ROUGH OPENING SLIDING DOOR ELEVATION NOTE. DOOR ASSEMBLY PROVIDED WITH 4' TEMPERED GLASS LEFT-HANDED ELEVATION SHOWN FOR REFERENCE. SEE PLAN FOR OPERABLE PANEL LOCATION SCALE: 3/8"=1'-0" WOOD STUD \ \ 4' TEMPERED GLASS Z' W ' � d. \ 0 2N-3" DRYWALL TO COVER FRAMING EACH SIDE OF WALL BUT NOT OPENING CRITICAL: ROUGH OPENING SIZE 27" WIDE x 54" HIGH -� WOOD ROUGH OPENIN STUD DRYWALL INTERIOR STUDIO WINDOW NOT TO SCALE LOGO ATTACHED TO WALL WITH STAND-OFFS LOGO ELEVATION NOT TO SCALE TOILET ROOM SIGN 5/8" HIGH NUMBERS 3 3/4" HIGH SYMBOL 4 1/2" HIGH SYMBOL " HIGH CAPS BRAILLE MESSAGE ALSO SAYS "ACCESSIBLE" HALF SCALE PAPER TOWEL DISPENSER TOILET PARTITION 36"MIN 24"MIN. 12" IN. WATER CLOSET TYPICAL MOUNTING HEIGHTS FOR ACCESSIBILITY b 18" I, ! 39" MIN. 41" MAX. 54" MIN. 12" 42' C GRAB BAR z 2 TOILET PAPER DISPENSER LJill a 1 7"-9" J UN" G (h d- a 99 z N M O 0 0 I— 0) ACCESSIBLE DRINKING FO U NTAI N DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROL DELIVERY OR DOES NOT ALLOW CONTINUOUS FLOW. PROVIDE 2 ROLL DISPENSERS. NOT TO SCALE 2X4 HEADER METAL STUD ,WITH WOOD BLOCKING STUDIO LINE OF DRYWALL c5 ABOVE DRYWALL TO '1 COVER FRAMING 4m111.4 kA4p METAL STUD WITH WOOD STUD BLOCKING DRYWALL CORRIDOR I SII ORNEWINDOW PLAN KEEP DRYWALL SCREWS 12" AWAY FROM HEADER OPENING BECAUSE THEY CAN "POP" WHEN WINDOW IS INSTALLED. POINT OF D FZYWAkL BREAK @ 45° N S SEE DETAIL OF CORNER FRAMING METAL STUD W/ BLOCKING ROUGH OPENING IS FRAMED WITH METAL STUDS -METAL STUDS REQUIRE CONTINUOUS WOOD BLOCKING EDGE OF STUDS SHOULD BE FLUSH WITH THE DRYWALL AND CARE SHOULD BE TAKEN TO MAKE SURE THAT THE DRYWALL IS SQUARE AND PLUMB. JAMB DETAIL OF ROUGH OPENING FOR WINDOW (HEAD DETAIL SIM) /,TYPICAL INTERIOR CORNER WINDOW N N- OVERALL WINDOW FRAME 6 0 0 z DRYWALL CORRIDOR CEILING PROVIDE 2X BRACE ABOVE STUDIO CEILING FROM JAMB STUD TO JAMB STUD METAL TRACK W/ WOOD BLOCKING OUTSIDE FACE OF DRYWALL ANGLED GLASS 7'-0" WINDOW HEIGHT CRITICAL: ROUGH OPENING SIZE 347/8" WIDE x 86%" HIGH DRYWALL TO COVER FRAMING EACH SIDE SEE DETAIL 2'-10Y8" / 2'-107/8" ROUGH OPENING OVERALL WINDOW FRAME (FROM CORNER) CORNER WINDOW ELEVATION NOTE • WINDOW ASSEMBLY PROVIDED WITH 8" TEMPERED GLASS LEFT-HANDED ELEVATION SHOWN FOR REFERENCE. SEE PLAN FOR ORIENTATION SCALE: 3/8"=1'-0" NOTE: IS IS A DESIGN BUILD PROJECT. MECHANICAL, PLUMBING, AND ELECTRICAL PLANS ARE TO BE DIFFERED SUBMITTALS. ALL PLANS SHALL MEET ALL WASHINGTON STATE AND CITY TUKWILA CODES. CONTACT THE ARCHITECT FOR AND COORDINATION ISSUES WITH THESE DIFFERED SUBMITTALS. ANDOVER PARK WEST J 365 363 375 377 381 385 387 393 CD 359 PARKING ATN KEYPLAN THIS PROJECT n m m L cD M m M 321 PARKING TARGET RECEIVED CITY OF TUKWILA STRANDER BLVD. OCT 202016 PERMIT C TER COPYRIGHT © 2016 BY L2 ARCHITECTS ARCHITECTS 6418 E TANQUE VERDE TUCSON, AZ 85715 P (520) 546-6667 F (520) 546-4777 A REVIEW / \ COMMENTS cc w 0 z cc T LC) co /r~" SLING /� FIXED > DRYWALL TYPICAL SLIDING DOOR DETAILS 6'-3 1/2" OVERALL DOOR FRAME 6'-5" METAL TRACK W/ WOOD BLOCKING METAL STUD W/ BLOCKING DRYWALL TO COVER FRAMING EACH SIDE SEE DETAIL ji NO DOOR THRESHOLD ON DOOR FRAME ROUGH OPENING SLIDING DOOR ELEVATION NOTE. DOOR ASSEMBLY PROVIDED WITH 4' TEMPERED GLASS LEFT-HANDED ELEVATION SHOWN FOR REFERENCE. SEE PLAN FOR OPERABLE PANEL LOCATION SCALE: 3/8"=1'-0" WOOD STUD \ \ 4' TEMPERED GLASS Z' W ' � d. \ 0 2N-3" DRYWALL TO COVER FRAMING EACH SIDE OF WALL BUT NOT OPENING CRITICAL: ROUGH OPENING SIZE 27" WIDE x 54" HIGH -� WOOD ROUGH OPENIN STUD DRYWALL INTERIOR STUDIO WINDOW NOT TO SCALE LOGO ATTACHED TO WALL WITH STAND-OFFS LOGO ELEVATION NOT TO SCALE TOILET ROOM SIGN 5/8" HIGH NUMBERS 3 3/4" HIGH SYMBOL 4 1/2" HIGH SYMBOL " HIGH CAPS BRAILLE MESSAGE ALSO SAYS "ACCESSIBLE" HALF SCALE PAPER TOWEL DISPENSER TOILET PARTITION 36"MIN 24"MIN. 12" IN. WATER CLOSET TYPICAL MOUNTING HEIGHTS FOR ACCESSIBILITY b 18" I, ! 39" MIN. 41" MAX. 54" MIN. 12" 42' C GRAB BAR z 2 TOILET PAPER DISPENSER LJill a 1 7"-9" J UN" G (h d- a 99 z N M O 0 0 I— 0) ACCESSIBLE DRINKING FO U NTAI N DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROL DELIVERY OR DOES NOT ALLOW CONTINUOUS FLOW. PROVIDE 2 ROLL DISPENSERS. NOT TO SCALE 2X4 HEADER METAL STUD ,WITH WOOD BLOCKING STUDIO LINE OF DRYWALL c5 ABOVE DRYWALL TO '1 COVER FRAMING 4m111.4 kA4p METAL STUD WITH WOOD STUD BLOCKING DRYWALL CORRIDOR I SII ORNEWINDOW PLAN KEEP DRYWALL SCREWS 12" AWAY FROM HEADER OPENING BECAUSE THEY CAN "POP" WHEN WINDOW IS INSTALLED. POINT OF D FZYWAkL BREAK @ 45° N S SEE DETAIL OF CORNER FRAMING METAL STUD W/ BLOCKING ROUGH OPENING IS FRAMED WITH METAL STUDS -METAL STUDS REQUIRE CONTINUOUS WOOD BLOCKING EDGE OF STUDS SHOULD BE FLUSH WITH THE DRYWALL AND CARE SHOULD BE TAKEN TO MAKE SURE THAT THE DRYWALL IS SQUARE AND PLUMB. JAMB DETAIL OF ROUGH OPENING FOR WINDOW (HEAD DETAIL SIM) /,TYPICAL INTERIOR CORNER WINDOW N N- OVERALL WINDOW FRAME 6 0 0 z DRYWALL CORRIDOR CEILING PROVIDE 2X BRACE ABOVE STUDIO CEILING FROM JAMB STUD TO JAMB STUD METAL TRACK W/ WOOD BLOCKING OUTSIDE FACE OF DRYWALL ANGLED GLASS 7'-0" WINDOW HEIGHT CRITICAL: ROUGH OPENING SIZE 347/8" WIDE x 86%" HIGH DRYWALL TO COVER FRAMING EACH SIDE SEE DETAIL 2'-10Y8" / 2'-107/8" ROUGH OPENING OVERALL WINDOW FRAME (FROM CORNER) CORNER WINDOW ELEVATION NOTE • WINDOW ASSEMBLY PROVIDED WITH 8" TEMPERED GLASS LEFT-HANDED ELEVATION SHOWN FOR REFERENCE. SEE PLAN FOR ORIENTATION SCALE: 3/8"=1'-0" NOTE: IS IS A DESIGN BUILD PROJECT. MECHANICAL, PLUMBING, AND ELECTRICAL PLANS ARE TO BE DIFFERED SUBMITTALS. ALL PLANS SHALL MEET ALL WASHINGTON STATE AND CITY TUKWILA CODES. CONTACT THE ARCHITECT FOR AND COORDINATION ISSUES WITH THESE DIFFERED SUBMITTALS. ANDOVER PARK WEST J 365 363 375 377 381 385 387 393 CD 359 PARKING ATN KEYPLAN THIS PROJECT n m m L cD M m M 321 PARKING TARGET RECEIVED CITY OF TUKWILA STRANDER BLVD. OCT 202016 PERMIT C TER COPYRIGHT © 2016 BY L2 ARCHITECTS ARCHITECTS 6418 E TANQUE VERDE TUCSON, AZ 85715 P (520) 546-6667 F (520) 546-4777 A REVIEW / \ COMMENTS cc w 0 z cc T LC) co EXIST. CORRIDOR JANITOR ABOVE EXIST. ELEC. RM 1'-2 1/2" 11 ,-•,n ; ' 1/2" EQUIP PLATFORM CORRIDOR I II II I II II 5'-21/2' L_-- K_ -f8 --J STUDIO 22 STUDIO 20 STUDIO 18 STUDIO 13 STUDIO 12 STUDIO 11 WOMENS BREAK ROOM CORRIDOR STUDIO 24 o5 o 2'-10" i tV N STUDIO 23 VESTIBULE N STUDIO 17 STUDIO 114 STUDIO 21 STUDIO 19 6" STUDIO 25 CORRIDOR STUDIO 10 STUDIO 127 rSTUDIO 15 STUDIO 7 STUDIO 16 CORRIDOR STUDIO 26 STUDIO 34 STUDIO 35 ENTRY CORRIDOR ENTRY STUDIO 4 STUDIO 09 STUDIO 28 11281 STUDIO 137 STUDIO`S STUDIO 40 STUDIO 2 STUDIO 33 CORRIDOR STUDIO 29 STUDIO 30 STUDIO 32 STUDIO 36 STUDIO 138 STUDIO 2 ENTRY STUDIO 1 1 ARCHITECTURAL REFERENCE ELECTRICA PLAN A 1/4"=1'-0" DASHED LINE SHOW STUDIO LAYOUT AND ARE FOR REFERENCE ONLY. CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF STUDIO EQUIPMENT PER SOLA INC. STANDERS & DESIGN ELECTRICAL LEGEND DUPLEX - 120V- 20 AMP - HEIGHT BY CODE UNLESS NOTED OTHERWISE ON PLAN. GFCI AS REQUIRED BY CODE QUAD - 120V -20 AMP - 24" AFF O.C. (IN CABINET) UNLESS NOTED OTHERWISE. "B" OUTLETS ARE NOT SWITCHED. GFCI AS REQUIRED BY CODE. 3 -GANG -120V -20 AMP - 3 DUPLEX OUTLETS ELECTRICIAN TO LEAVE 3'-0" FLEX FOR HOOK UP TO OUTLET, 26" A.F.F. UNLESS NOTED OTHERWISE ON PLAN. OUTLET, BOX, WIRING & COVER PLATE BY ELECTRICIAN; OUTLETS & COVER PLATE TO BE BLACK. GFCI AS REQUIRED BY CODE. OUTLET TO BE SWITCHED AS ALLOWED BY CODE. ONE DEDICATED "C" OUTLET PER CIRCUIT. SEE TOOL CABINET SECTION FOR ROUTING. GFIC DUPLEX - 120V- 20 AMP - HEIGHT BY CODE UNLESS NOTED OTHERWISE ON PLAN. LIGHT SWITCH 0 TELEPHONE - (TYP.) CAT3 CABLING. 32" AFF O.C. UNLESS NOTED OTHERWISE. CABLE TV OUTLET ,,' SECURITY CAMERAS (SEE ELECTRICAL NOTES) _ CEILING MOUNT TV'S - 21" SILVER/GRAY-CHECK WITH OWNER RUN CABLE TO DVD PLAYER LOCATED IN LAUNDRY OR EQUIPMENT ROOM PROVIDE CATV OUTLET AND 120V. CEILING MOUNTED RECEPTACLES. ELECTRICAL NOTES 1. ALL WORK SHALL CONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL CODES. 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND SHALL PAY ALL REQUIRED FEES FOR THIS WORK. 3. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND REPORT TO ARCHITECT, IN WRITING / TELEPHONE: ANY DISCREPANCIES IMMEDIATELY UPON DISCOVERY. 4. UNLESS OTHERWISE NOTED, ALL TELEPHONE, ELECTRICAL, CABLE & DATA LINE OUTLETS SHALL BE LOCATED 18" ABOVE THE FINISHED FLOOR. 5. UNLESS OTHERWISE NOTED, DIMENSIONS FOR ALL NEW WORK ARE MEASURED FROM FACE OF GYPSUM BOARD. DIMENSIONS REFERRING TO EXISTING WORK ARE MEASURED FROM FACE OF EXISTING FINISH. 6. ALL ELECTRICAL DIMENSIONS ARE TO CENTER -LINE. ALL 'HOLD' DIMENSIONS ARE CRITICAL. 7. CHECK WITH OWNER RE: LOCATION OF TELEPHONE AND ALARM SYSTEM. ELECTRICIAN TO PROVIDE OUTLETS FOR THE DOOR / CAMERA SYSTEM AND DVD PLAYER. ELECTRICIAN TO CONTACT TELEPHONE CO. TO VERIFY THE NUMBER OF LINES COMING INTO THE BUILDING. PHONE LINE REQUIRED TO EACH STUDIO FROM CENTRAL PHONE BLOCK. CLEARLY MARK STUDIOS ON PHONE BLOCK FOR EASE OF CONNECTION . 8. ALL VISIBLE OUTLET COVERS TO BE STAINLESS STEEL. ALL OUTLET PLATES IN CABINETS AND NOT VISIBLE TO BE WHITE. 9. G.C. / ELECTRICIAN TO PROVIDE AND WIRE EACH STUDIO WITH TELEPHONES. TO BE INSTALLED AND COMPLETED FROM EACH STUDIO TO REAR OF STORE. LABEL ALL TELEPHONE PANELS. 10. ELECTRICIAN TO PROVIDE CONNECTION TO WATER HEATER IGNITOR. 11. ELECTRICIAN TO PROVIDE CONNECTION TO STACKED WASHER/DRYER UNIT, CONFIRM THE POWER REQUIREMENTS W/ MANUFACTURER. 12. G.C. TO VERIFY SECURITY CAMERA LOCATIONS AND MOUNTING HEIGHT WITH OWNER PRIOR TO INSTALLATION. 13. ELECTRICIAN TO PROVIDE 40 AMPS TOTAL TO EACH STANDARD OR LARGE STUDIO (TWO 20 AMP CIRCUITS). ONE CIRCUIT IS DEDICATED TO OUTLET "C". DOUBLE STUDIOS REQUIRE 80 AMPS (FOUR 20 AMP CIRCUITS). 14. G.C. TO INSTALL TELEVISIONS WITH CEILING MOUNTING BRACKETS AND CABLING. VERIFY WITH OWNER. CABLES TO RUN TO DVD PLAYER IN THE LAUNDRY OR EQUIP ROOM. THREE TV'S PER CORRIDOR OR AS INDICATED. ELECTRICIAN TO PROVIDE OUTLETS. G.C. TO RUN CABLE FROM EQUIP. CLOSET TO ALL STUDIOS AND TIE UP ABOVE STUDIO CEILINGS. LABEL EACH LINE WITH STUDIO NUMBER. F-. w cc w 0 z b a&3 THIS PROJECT ARCHITECTS 6418 E TANQUE VERDE TUCSON, AZ 85715 P (520) 546-6667 F (520) 546-4777 TENANT IMPROVEMENT FOR: z (4910;;;, L CD REVIEWED F CODE COM ` DANCE PARKING ArPROVED NO 222016 TARGET City f Tukwila BUILD! G DIVISION , 321 I / STRANDER BLVD. RECEIVED C TY OF TUKWILA OCT 202016 PERMIT CENTER NT :JOB:#.16.029 COPYRIGHT © 2016 BY L2 ARCHITECTS 52 CEILING @ AFF EXIST. ELEC. RM CEILING @ 10'-6" AFF ABOVE ABOVE EQUIP PLATFORM CEILING @ OPEN TO STRUCT 'ORRIDOR SECTION CEILING @ 8'-0" AFF iUDIO24 CEILING @ O • - - • CEILING @ 9' LI AFF A Inn i 11.11111 CEILING @ 11111111111111111111 10'-6" AFF 110111111.11111111111:1111111 �� IIIIMM lamming. - Ar"; CEILING @ O C9'�6' AFF@ O - c O CEILING @ CEILING @ 9'-6" AFF A A TIBUE A 11 iarerwi AFF STUD®*..�. C9 �61 AF 45 © Y CEILING @ © 117 L06_AFF111111111111111."11111.111111.11111111111 CEILING @ 9'-6" AFF CEILING @ 9'-6" AFF CEILING @ 9' 6" AFF CEILING @ 9'-6" AFF CEILING @ 9'-6" AFF WOMENS . CEILING @ 8'-0" AFF CEILING @ 9'-6" AFF CEILING @ 9'-6" AFF CEILING @ 9'-6" AFF CEILING @ 9'-6" AFF CEILING @ 9'-6" AFF CEILING @ 10'-6" AFF STUDIO -5 135 CEILING @ 9'-6" AFF NTRY RRIDO CEILING @ 10'-6" AFF STUDIO 4 STUDIO 0 ST JD10 137 CEILING @ 9'-6" AFF CEILING @ 9'-6" AFF CEILING @ 9'-6" AFF CEILING @ 9'-6" AFF CEILING @ 9'-6" AFF CEILING @ 10'-6" AFF CEILING @ 10'-6" AFF © STUDIO 2 CEILING @ 13'-0" AFF CEILING @ 10'-0" AFF 6" 22 GA STEEL TRACK r- (TYP.) SUSPENDED CEILING PER SCHEDULE (SEE R.C.P. FOR HEIGHTS A.F.F.) 6" 25 GA STEEL TRACK (TYP.) STUDS @ 16" O.C. 5/8" GWB (TYP.) CORNER BEAD @ ALL OUTSIDE CORNERS (NOT SHOWN) PLAN -16-1 HEADER DETAIL ADDITIONAL STUD AS REQ'D SECURE BULKHEAD FRAMING TO ADJACENT PARTITION(S) WITH 1/2" FRAMING SCREWS @ 4" O.C. MAX (TYP.) PARTITION PER PLAN (TYP.) SCALE: 1 1/2"=1'-0" CEILING @ 10'-0" AFF SUSPENDED CEILING PER SCHEDULE - SEE R.C.P. AND SCHEDULE FOR HEIGHTS. EXIST. TRUSS BTM CHORD STANDARD CHANNEL, CONT., WITH 2-#6x3/8" SM SCREWS @ EACH STUD & EACH JOIST, TYP. 3 5/8"x20 GA METAL JOIST @ 16" O.C. 5/8" GWB (TYP.) PARTITION PER PLAN FRAMED, GWB CEILING N.T.S. CEILING @ 10'-0" AFF REFLECTED CEILING PLAN 1 EXIST. TRUSS BTM CHORD SUSPENDED CEILING PER SCHEDULE - SEE R.C.P. AND SCHEDULE FOR HEIGHTS. STANDARD CHANNEL, CONT., WITH 2-#6x3/8" SM SCREWS @ EACH STUD & EACH JOIST, TYP. 3 5/8"x20 GA METAL JOIST @ 16" O.C. 5/8" GWB (TYP.) PARTITION PER PLAN (TYP.) FRAMED, GWB CEILING SCALE: 1 1/2"=1'-0" CEILING @ 10'-0" AFF CEILING @ 10'-0" AFF SECTION PLAN HEADER DETAIL 6" 22 GA STEEL TRACK (TYP.) SUSPENDED CEILING PER SCHEDULE (SEE R.C.P. FOR HEIGHTS A.F.F.) 6" 25 GA STEEL TRACK (TYP.) STUDS @ 16" O.C. 5/8" GWB (TYP.) CORNER BEAD @ ALL OUTSIDE CORNERS (NOT SHOWN) GWB SOFFIT ADDITIONAL STUD AS REQ'D SECURE BULKHEAD FRAMING TO ADJACENT PARTITION(S) WITH 1/2" FRAMING SCREWS @ 4" O.C. MAX (TYP.) PARTITION PER PLAN (TYP.) SCALE: 1 1/2"=1'-0" NOTE: SEE SHEET A3.2 FOR STANDARD CEILING DETAILS NOTE: IS IS A DESIGN BUILD PROJECT. MECHANICAL, PLUMBING, AND ELECTRICAL PLANS ARE TO BE DIFFERED SUBMITTALS. ALL PLANS SHALL MEET ALL WASHINGTON STATE AND CITY TUKWILA CODES. CONTACT THE ARCHITECT FOR AND COORDINATION ISSUES WITH THESE DIFFERED SUBMITTALS. CEILING GENERAL NOTES HVAC NOTES SUSPENDED CEILING GRID SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CISCA-02. SPRINKLER HEADS AND OTHER PENETRATIONS SHALL HAVE A MINIMUM OF 0.25" CLEARANCE ON ALL SIDES. EACH INDIVIDUAL FIXTURE AND ATTACHMENTS WITH A COMBINED WEIGHT OF 56 LBS. OR LESS SHALL HAVE TWO #12 GA. WIRE HANGERS ATTACHED AT DIAGONAL CORNERS OF THE FIXTURE. THESE WIRES MUST BE SLACK. ANY FIXTURE AND ATTACHMENTS WITH A COMBINED WEIGHT GREATER THAN 56 LBS. MUST BE INDEPENDENTLY SUPPORTED FROM THE STRUCTURE. SUSPENDED 5/8" WATER RESISTANT GWB CEILING W/ 1 1/2" METAL CHANNEL FRAMING @ 16" O.C. MAX., CROSS FURRING HAT CHANNELS @ 24" O.C. MAX., 12 GA HANGER WIRE @ 48" O.C. MAX., INSTALL 'J' METAL STRIP AT CEILING PERIMETER (1/16" MAX. GAP WALL TO CEILING GWB) AND CAULK X CONT. ALL WORK TO STRICTLY COMPLY WITH ALL FEDERAL, STATE & LOCAL CODES. CORRIDOR LIGHTS AND SCONCES TO BE ON A TIMER. OVERRIDE SWITCHES AT ENTRANCES. EVERY FOURTH LIGHT IN THE CORRIDOR IS TO BE A NIGHT LIGHT. CEILING @ O • - - • CEILING @ 9' LI AFF A Inn i 11.11111 CEILING @ 11111111111111111111 10'-6" AFF 110111111.11111111111:1111111 �� IIIIMM lamming. - Ar"; CEILING @ O C9'�6' AFF@ O - c O CEILING @ CEILING @ 9'-6" AFF A A TIBUE A 11 iarerwi AFF STUD®*..�. C9 �61 AF 45 © Y CEILING @ © 117 L06_AFF111111111111111."11111.111111.11111111111 CEILING @ 9'-6" AFF CEILING @ 9'-6" AFF CEILING @ 9' 6" AFF CEILING @ 9'-6" AFF CEILING @ 9'-6" AFF WOMENS . CEILING @ 8'-0" AFF CEILING @ 9'-6" AFF CEILING @ 9'-6" AFF CEILING @ 9'-6" AFF CEILING @ 9'-6" AFF CEILING @ 9'-6" AFF CEILING @ 10'-6" AFF STUDIO -5 135 CEILING @ 9'-6" AFF NTRY RRIDO CEILING @ 10'-6" AFF STUDIO 4 STUDIO 0 ST JD10 137 CEILING @ 9'-6" AFF CEILING @ 9'-6" AFF CEILING @ 9'-6" AFF CEILING @ 9'-6" AFF CEILING @ 9'-6" AFF CEILING @ 10'-6" AFF CEILING @ 10'-6" AFF © STUDIO 2 CEILING @ 13'-0" AFF CEILING @ 10'-0" AFF 6" 22 GA STEEL TRACK r- (TYP.) SUSPENDED CEILING PER SCHEDULE (SEE R.C.P. FOR HEIGHTS A.F.F.) 6" 25 GA STEEL TRACK (TYP.) STUDS @ 16" O.C. 5/8" GWB (TYP.) CORNER BEAD @ ALL OUTSIDE CORNERS (NOT SHOWN) PLAN -16-1 HEADER DETAIL ADDITIONAL STUD AS REQ'D SECURE BULKHEAD FRAMING TO ADJACENT PARTITION(S) WITH 1/2" FRAMING SCREWS @ 4" O.C. MAX (TYP.) PARTITION PER PLAN (TYP.) SCALE: 1 1/2"=1'-0" CEILING @ 10'-0" AFF SUSPENDED CEILING PER SCHEDULE - SEE R.C.P. AND SCHEDULE FOR HEIGHTS. EXIST. TRUSS BTM CHORD STANDARD CHANNEL, CONT., WITH 2-#6x3/8" SM SCREWS @ EACH STUD & EACH JOIST, TYP. 3 5/8"x20 GA METAL JOIST @ 16" O.C. 5/8" GWB (TYP.) PARTITION PER PLAN FRAMED, GWB CEILING N.T.S. CEILING @ 10'-0" AFF REFLECTED CEILING PLAN 1 EXIST. TRUSS BTM CHORD SUSPENDED CEILING PER SCHEDULE - SEE R.C.P. AND SCHEDULE FOR HEIGHTS. STANDARD CHANNEL, CONT., WITH 2-#6x3/8" SM SCREWS @ EACH STUD & EACH JOIST, TYP. 3 5/8"x20 GA METAL JOIST @ 16" O.C. 5/8" GWB (TYP.) PARTITION PER PLAN (TYP.) FRAMED, GWB CEILING SCALE: 1 1/2"=1'-0" CEILING @ 10'-0" AFF CEILING @ 10'-0" AFF SECTION PLAN HEADER DETAIL 6" 22 GA STEEL TRACK (TYP.) SUSPENDED CEILING PER SCHEDULE (SEE R.C.P. FOR HEIGHTS A.F.F.) 6" 25 GA STEEL TRACK (TYP.) STUDS @ 16" O.C. 5/8" GWB (TYP.) CORNER BEAD @ ALL OUTSIDE CORNERS (NOT SHOWN) GWB SOFFIT ADDITIONAL STUD AS REQ'D SECURE BULKHEAD FRAMING TO ADJACENT PARTITION(S) WITH 1/2" FRAMING SCREWS @ 4" O.C. MAX (TYP.) PARTITION PER PLAN (TYP.) SCALE: 1 1/2"=1'-0" NOTE: SEE SHEET A3.2 FOR STANDARD CEILING DETAILS NOTE: IS IS A DESIGN BUILD PROJECT. MECHANICAL, PLUMBING, AND ELECTRICAL PLANS ARE TO BE DIFFERED SUBMITTALS. ALL PLANS SHALL MEET ALL WASHINGTON STATE AND CITY TUKWILA CODES. CONTACT THE ARCHITECT FOR AND COORDINATION ISSUES WITH THESE DIFFERED SUBMITTALS. LIGHTING GENERAL NOTES HVAC NOTES 1. 2. 3. ALL WORK TO STRICTLY COMPLY WITH ALL FEDERAL, STATE & LOCAL CODES. CORRIDOR LIGHTS AND SCONCES TO BE ON A TIMER. OVERRIDE SWITCHES AT ENTRANCES. EVERY FOURTH LIGHT IN THE CORRIDOR IS TO BE A NIGHT LIGHT. HVAC DIFFUSERS TO BE LOCATED AWAY FROM STYLING STATION/CHAIR TO PREVENT DIRECT AIRFLOW ON CUSTOMER. DIFFUSER TO HAVE MANUAL CONTROL FOR ADJUSTING AIRFLOW. G.C. TO VERIFY AND COORDINATE ALL MECHANICAL SHAFT AND DUCT LOCATIONS. G.C. TO PROVIDE MINIMUM OF TWO REMOTE THERMOSTAT SENSORS TO BE LOCATED IN EACH STUDIO. VERIFY WITH OWNER. CEILING @ O • - - • CEILING @ 9' LI AFF A Inn i 11.11111 CEILING @ 11111111111111111111 10'-6" AFF 110111111.11111111111:1111111 �� IIIIMM lamming. - Ar"; CEILING @ O C9'�6' AFF@ O - c O CEILING @ CEILING @ 9'-6" AFF A A TIBUE A 11 iarerwi AFF STUD®*..�. C9 �61 AF 45 © Y CEILING @ © 117 L06_AFF111111111111111."11111.111111.11111111111 CEILING @ 9'-6" AFF CEILING @ 9'-6" AFF CEILING @ 9' 6" AFF CEILING @ 9'-6" AFF CEILING @ 9'-6" AFF WOMENS . CEILING @ 8'-0" AFF CEILING @ 9'-6" AFF CEILING @ 9'-6" AFF CEILING @ 9'-6" AFF CEILING @ 9'-6" AFF CEILING @ 9'-6" AFF CEILING @ 10'-6" AFF STUDIO -5 135 CEILING @ 9'-6" AFF NTRY RRIDO CEILING @ 10'-6" AFF STUDIO 4 STUDIO 0 ST JD10 137 CEILING @ 9'-6" AFF CEILING @ 9'-6" AFF CEILING @ 9'-6" AFF CEILING @ 9'-6" AFF CEILING @ 9'-6" AFF CEILING @ 10'-6" AFF CEILING @ 10'-6" AFF © STUDIO 2 CEILING @ 13'-0" AFF CEILING @ 10'-0" AFF 6" 22 GA STEEL TRACK r- (TYP.) SUSPENDED CEILING PER SCHEDULE (SEE R.C.P. FOR HEIGHTS A.F.F.) 6" 25 GA STEEL TRACK (TYP.) STUDS @ 16" O.C. 5/8" GWB (TYP.) CORNER BEAD @ ALL OUTSIDE CORNERS (NOT SHOWN) PLAN -16-1 HEADER DETAIL ADDITIONAL STUD AS REQ'D SECURE BULKHEAD FRAMING TO ADJACENT PARTITION(S) WITH 1/2" FRAMING SCREWS @ 4" O.C. MAX (TYP.) PARTITION PER PLAN (TYP.) SCALE: 1 1/2"=1'-0" CEILING @ 10'-0" AFF SUSPENDED CEILING PER SCHEDULE - SEE R.C.P. AND SCHEDULE FOR HEIGHTS. EXIST. TRUSS BTM CHORD STANDARD CHANNEL, CONT., WITH 2-#6x3/8" SM SCREWS @ EACH STUD & EACH JOIST, TYP. 3 5/8"x20 GA METAL JOIST @ 16" O.C. 5/8" GWB (TYP.) PARTITION PER PLAN FRAMED, GWB CEILING N.T.S. CEILING @ 10'-0" AFF REFLECTED CEILING PLAN 1 EXIST. TRUSS BTM CHORD SUSPENDED CEILING PER SCHEDULE - SEE R.C.P. AND SCHEDULE FOR HEIGHTS. STANDARD CHANNEL, CONT., WITH 2-#6x3/8" SM SCREWS @ EACH STUD & EACH JOIST, TYP. 3 5/8"x20 GA METAL JOIST @ 16" O.C. 5/8" GWB (TYP.) PARTITION PER PLAN (TYP.) FRAMED, GWB CEILING SCALE: 1 1/2"=1'-0" CEILING @ 10'-0" AFF CEILING @ 10'-0" AFF SECTION PLAN HEADER DETAIL 6" 22 GA STEEL TRACK (TYP.) SUSPENDED CEILING PER SCHEDULE (SEE R.C.P. FOR HEIGHTS A.F.F.) 6" 25 GA STEEL TRACK (TYP.) STUDS @ 16" O.C. 5/8" GWB (TYP.) CORNER BEAD @ ALL OUTSIDE CORNERS (NOT SHOWN) GWB SOFFIT ADDITIONAL STUD AS REQ'D SECURE BULKHEAD FRAMING TO ADJACENT PARTITION(S) WITH 1/2" FRAMING SCREWS @ 4" O.C. MAX (TYP.) PARTITION PER PLAN (TYP.) SCALE: 1 1/2"=1'-0" NOTE: SEE SHEET A3.2 FOR STANDARD CEILING DETAILS NOTE: IS IS A DESIGN BUILD PROJECT. MECHANICAL, PLUMBING, AND ELECTRICAL PLANS ARE TO BE DIFFERED SUBMITTALS. ALL PLANS SHALL MEET ALL WASHINGTON STATE AND CITY TUKWILA CODES. CONTACT THE ARCHITECT FOR AND COORDINATION ISSUES WITH THESE DIFFERED SUBMITTALS. CEILING PLAN LEGEND VERIFY ALL SELECTIONS WITH STORE OWNER (NOTE: ALL SYMBOLS MAY NOT APPLY TO THIS PROJECT HVAC NOTES DESCRIPTION 1. 2. 3. HVAC DIFFUSERS TO BE LOCATED AWAY FROM STYLING STATION/CHAIR TO PREVENT DIRECT AIRFLOW ON CUSTOMER. DIFFUSER TO HAVE MANUAL CONTROL FOR ADJUSTING AIRFLOW. G.C. TO VERIFY AND COORDINATE ALL MECHANICAL SHAFT AND DUCT LOCATIONS. G.C. TO PROVIDE MINIMUM OF TWO REMOTE THERMOSTAT SENSORS TO BE LOCATED IN EACH STUDIO. VERIFY WITH OWNER. CEILING @ O • - - • CEILING @ 9' LI AFF A Inn i 11.11111 CEILING @ 11111111111111111111 10'-6" AFF 110111111.11111111111:1111111 �� IIIIMM lamming. - Ar"; CEILING @ O C9'�6' AFF@ O - c O CEILING @ CEILING @ 9'-6" AFF A A TIBUE A 11 iarerwi AFF STUD®*..�. C9 �61 AF 45 © Y CEILING @ © 117 L06_AFF111111111111111."11111.111111.11111111111 CEILING @ 9'-6" AFF CEILING @ 9'-6" AFF CEILING @ 9' 6" AFF CEILING @ 9'-6" AFF CEILING @ 9'-6" AFF WOMENS . CEILING @ 8'-0" AFF CEILING @ 9'-6" AFF CEILING @ 9'-6" AFF CEILING @ 9'-6" AFF CEILING @ 9'-6" AFF CEILING @ 9'-6" AFF CEILING @ 10'-6" AFF STUDIO -5 135 CEILING @ 9'-6" AFF NTRY RRIDO CEILING @ 10'-6" AFF STUDIO 4 STUDIO 0 ST JD10 137 CEILING @ 9'-6" AFF CEILING @ 9'-6" AFF CEILING @ 9'-6" AFF CEILING @ 9'-6" AFF CEILING @ 9'-6" AFF CEILING @ 10'-6" AFF CEILING @ 10'-6" AFF © STUDIO 2 CEILING @ 13'-0" AFF CEILING @ 10'-0" AFF 6" 22 GA STEEL TRACK r- (TYP.) SUSPENDED CEILING PER SCHEDULE (SEE R.C.P. FOR HEIGHTS A.F.F.) 6" 25 GA STEEL TRACK (TYP.) STUDS @ 16" O.C. 5/8" GWB (TYP.) CORNER BEAD @ ALL OUTSIDE CORNERS (NOT SHOWN) PLAN -16-1 HEADER DETAIL ADDITIONAL STUD AS REQ'D SECURE BULKHEAD FRAMING TO ADJACENT PARTITION(S) WITH 1/2" FRAMING SCREWS @ 4" O.C. MAX (TYP.) PARTITION PER PLAN (TYP.) SCALE: 1 1/2"=1'-0" CEILING @ 10'-0" AFF SUSPENDED CEILING PER SCHEDULE - SEE R.C.P. AND SCHEDULE FOR HEIGHTS. EXIST. TRUSS BTM CHORD STANDARD CHANNEL, CONT., WITH 2-#6x3/8" SM SCREWS @ EACH STUD & EACH JOIST, TYP. 3 5/8"x20 GA METAL JOIST @ 16" O.C. 5/8" GWB (TYP.) PARTITION PER PLAN FRAMED, GWB CEILING N.T.S. CEILING @ 10'-0" AFF REFLECTED CEILING PLAN 1 EXIST. TRUSS BTM CHORD SUSPENDED CEILING PER SCHEDULE - SEE R.C.P. AND SCHEDULE FOR HEIGHTS. STANDARD CHANNEL, CONT., WITH 2-#6x3/8" SM SCREWS @ EACH STUD & EACH JOIST, TYP. 3 5/8"x20 GA METAL JOIST @ 16" O.C. 5/8" GWB (TYP.) PARTITION PER PLAN (TYP.) FRAMED, GWB CEILING SCALE: 1 1/2"=1'-0" CEILING @ 10'-0" AFF CEILING @ 10'-0" AFF SECTION PLAN HEADER DETAIL 6" 22 GA STEEL TRACK (TYP.) SUSPENDED CEILING PER SCHEDULE (SEE R.C.P. FOR HEIGHTS A.F.F.) 6" 25 GA STEEL TRACK (TYP.) STUDS @ 16" O.C. 5/8" GWB (TYP.) CORNER BEAD @ ALL OUTSIDE CORNERS (NOT SHOWN) GWB SOFFIT ADDITIONAL STUD AS REQ'D SECURE BULKHEAD FRAMING TO ADJACENT PARTITION(S) WITH 1/2" FRAMING SCREWS @ 4" O.C. MAX (TYP.) PARTITION PER PLAN (TYP.) SCALE: 1 1/2"=1'-0" NOTE: SEE SHEET A3.2 FOR STANDARD CEILING DETAILS NOTE: IS IS A DESIGN BUILD PROJECT. MECHANICAL, PLUMBING, AND ELECTRICAL PLANS ARE TO BE DIFFERED SUBMITTALS. ALL PLANS SHALL MEET ALL WASHINGTON STATE AND CITY TUKWILA CODES. CONTACT THE ARCHITECT FOR AND COORDINATION ISSUES WITH THESE DIFFERED SUBMITTALS. THIS PROJECT NOT USED SCALE: 1 1/2"=1'-0" KEYPLAN STRANDER BLVD. OCT 202016 PERMIT CENTER NT COPYRIGHT © 2016 BY L2 ARCHITECTS ARCHITECTS 6418 E TANQUE VERDE TUCSON, AZ 85715 P (520) 546-6667 F (520) 546-4777 Q N Q OW Z n c� zco co m 0 Jz cin cin (f) 0 Jg P - M 00 CEILING PLAN LEGEND VERIFY ALL SELECTIONS WITH STORE OWNER (NOTE: ALL SYMBOLS MAY NOT APPLY TO THIS PROJECT SYMBOL DESCRIPTION OA RECESSED CAN LIGHT - HALO H99ICT OR SIMILAR (NOTE: EVERY 4TH CORRIDOR RECESSED CAN LIGHT TO BE A NIGHT LIGHT) © 2' X 4' FLUORESCENT - LITHONIA GT8 GENERAL PURPOSE TROFFER - PRISM LENS - 2 LAMPS - 5000K FLUORESCENT LAMPS C /� WALL SCONCE - 66" AFF - PROVIDE LEVITON 9860-LHG LAMPHOLDER W/ 13W GU24 BASE LAMP (KEYLESS BI -PIN COMPACT FLUORESCENT LAMPHOLDER). KAP DESIGN TO PROVIDE SCONCE DECORATIVE COVER THROUGH SOLA CORPORATE OFFICE: 303-377-7652 (NL) 2' X 2' FLUORESCENT-- LITHONIA PARAMAX PARABOLIC TROFFER WITH 6" WIDE U LAMP 9 CELL LENS OR SIMILAR © 2PM3N - PARABOLIC (NL) = NIGHT LIGHT -0 + 4' STRIPLITE EXIT EXIT LIGHT (AS REQUIRED BY CODE) �� F EXHAUST FAN g CEILING SPEAKERS INSTALLED BY G.C. (TO BE TIED TO RADIO IN EQUIPMENT CLOSET OR LAUNDRY ROOM, CHECK WITH OWNER REGARD- ING SOUND SYSTEM.) ODRUM LIGHT (TO BE DETERMINED) XSUPPLY AIR CEILING DIFFUSER / RETURN AIR CEILING DIFFUSER EXHAUST AIR RETURN I 1 LINEAR DIFFUSER EXIT EXIT LIGHT THIS PROJECT NOT USED SCALE: 1 1/2"=1'-0" KEYPLAN STRANDER BLVD. OCT 202016 PERMIT CENTER NT COPYRIGHT © 2016 BY L2 ARCHITECTS ARCHITECTS 6418 E TANQUE VERDE TUCSON, AZ 85715 P (520) 546-6667 F (520) 546-4777 Q N Q OW Z n c� zco co m 0 Jz cin cin (f) 0 Jg P - M 00 NOTE: IS IS A DESIGN BUILD PROJECT. MECHANICAL, PLUMBING, AND ELECTRICAL PLANS ARE TO BE DIFFERED SUBMITTALS. ALL PLANS SHALL MEET ALL WASHINGTON STATE AND CITY TUKWILA CODES. CONTACT THE ARCHITECT FOR AND COORDINATION ISSUES WITH THESE DIFFERED SUBMITTALS. PLUMBING NOTES EXIST. CORRIDOR 1. ALL PLUMBING WORK TO BE DONE BY A LICENSED PLUMBING CONTRACTOR AND TO MEET ALL FEDERAL, STATE & LOCAL CODES. JANITOR EXIST. ELEC. RM ARCHITECTS 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND SHALL PAY ALL REQUIRED FEES FOR THIS WORK. 1'-5 1/2" 6418 E TANQUE VERDE TUCSON, AZ 85715 P (520) 546-6667 F (520) 546-4777 3. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND REPORT TO SYMPATECO, INC., IN WRITING, ANY DISCREPANCIES IMMEDIATELY UPON DISCOVERY. 4. KEEP VENT HEIGHT WITHIN SPECIFIED DIMENSIONS. 5. KEEP ALL ROUGH PLUMBING WITHIN SPECIFIED DIMENSIONS. 6. KEEP ALL VERTICAL VENT PIPES WITHIN DISPENSARY, UTILITY, LAVATORY AREAS & NOT IN FINISHED SHAMPOO AREA. IF VENT RUNS OUTSIDE WALLS, GENERAL CONTRACTOR MUST BOX IN. 7. NOT USED N oo ABOVE EQUIP PLATFORM CORRIDOR STUDIO 22 STUDIO 20 STUDIO 18 STUDIO 13 STUDIO 12 STUDIO 11 WOMENS BREAK ROOM CORRIDOR VESTIBULE STUDIO 17 STUDIO 114 STUDIO 24 STUDIO 21 STUDIO 19 STUDIO 23 STUDIO 25 8. PLUMBER IS TO ASSURE THAT ALL STUDIO PLUMBING FITTINGS WITH KEAMARK FIXTURES. CORRIDOR 9. EXTEND ALL ROUGH PLUMBING FROM WALL. -AS NOTED - 10. PLUMBING CONTRACTOR TO VERIFY ALL FIELD MEASUREMENTS. STUDIO 10 STUDIO 7 STUDIO 8 STUDIO 127 STUDIO 15 11. PLUMBER TO PROVIDE ALL ROUGH -IN PLUMBING PRIOR TO INSTALLATION OF SHAMPOO CABINETS & RETURN AFTER CASEWORK INSTALLATION TO HOOK UP/ INSTALL SINKS AS NEEDED. STUDIO 16 CORRIDOR 12. PLUMBING CONTRACTOR TO VERIFY PLUMBING REQUIREMENTS FOR ALL FIXTURES & EQUIPMENT PROVIDED BY OWNER & KEAMARK SALON FURNISHINGS. STUDIO 26 STUDIO 34 STUDIO 35 ENTRY CORRIDOR ENTRY 13. WALL THICKNESS MAY VARY FROM PLAN AS SHOWN DEPENDING ON LOCAL REQUIREMENTS AND EXISTING CONDITIONS. 14. PLUMBER TO PROVIDE PLUMBING SUPPLY LINE SHUT-OFF PER PLUMBING RUN. PLUMBER TO SHOW OWNER WHERE SHUT OFF VALVES ARE AND SHOW HOW VALVES OPERATE. 15. ALL SINKS FOR EMPLOYEES OR PUBLIC USE SHALL BE A MAXIMUM OF 6%2" DEEP AND MOUNTED WITH THE TOP EDGE A MAXIMUM 34" A.F.F. SINK DEPTH DOES NOT APPLY TO LAVATORIES. 16. ALL FLUSH VALVE HANDLES FOR THE WATER CLOSETS SHALL FACE THE OPEN SIDE OF THE ROOM. G.C. TO PROVIDE POWER FLUSH TOILETS. 17. G.C. TO HAVE WATER TESTED TO DETERMINE IF WATER SOFTENER IS NEEDED. 18. G.C. TO PROVIDE GAS WATER HEATERS IF AVAILABLE. LOCKINVAR. VERIFY SELECTION W/ OWNER. STUDIO 4 STUDIO 09 STUDIO 28 STUDIO 31 STUDIO 137 STUDIO 39 STUDIO 40 STUDIO 2 STUDIO 33 CORRIDOR 1'-5 1/2" STUDIO 29 STUDIO 3 STUDIO 30 STUDIO 32 STUDIO 36 STUDIO 138 STUDIO 2 ENTRY STUDIO 1 Q Na J a m m OW 0z pW m 0 Z2.0 J' -c°0 - n0,Z 0 N 0 m Z 4 cn J a O 0 m26E W J W w cc /1 Z cc CC Q to N (411)CO17C3 A REVIEW COMMENTS OCT -17 2016 NOTE: DIMENSIONS SHOW FOR STUDIO PLUMBING FIXTURES ARE TO BE CONSIDERED TYPICAL FOR SIMILAR STUDIOS AND CABINET LAYOUTS, U.N.O. ARCHITECTURAL REFERENCE PLUMBING PLAN 1 /4"=1 ' - THIS PROJECT REVIEWED FOR CODE COMPLIANCE APPROV=D NOV 22016 1 365 375 VB City of Tukwila ILDING DIVISION PARKING TARGET PARKING ATN 393 R CITY CEIVED F TUKWILA 321 0 T202016 STRANDER BLVD. PERMIT CENTER KEYPLAN OB #1'6`:029 COPYRIGHT © 2016 BY L2 ARCHITECTS RESTROOM FIXTURES (VERIFY W/ OWNER) KOHLER LAV. SINK STYLE: BOLERO ROUND SELF-RIMMING/UNDERCNTR INSTALL SINK UNDERMOUNT ONLY MODEL NO.: K -2610 -SU GIAGNI LAV. FAUCET STYLE: GIAGNI SINGLE HANDLE POLISHED CHROME MODEL NO.: LL102-PC MIRROR PROVIDED BY OWNER - INSTALLED BY G.C. SOLID SURFACE COUNTERTOP BY KEAMARK 12" TILES WAINSCOAT SET @ A 45° ANGLE ON ALL WALLS, 48" A.F.F. RESTROOM TILE FOR PREMIUM RESTROOMS VERIFY FINISH WITH OWNER. Q Na J a m m OW 0z pW m 0 Z2.0 J' -c°0 - n0,Z 0 N 0 m Z 4 cn J a O 0 m26E W J W w cc /1 Z cc CC Q to N (411)CO17C3 A REVIEW COMMENTS OCT -17 2016 NOTE: DIMENSIONS SHOW FOR STUDIO PLUMBING FIXTURES ARE TO BE CONSIDERED TYPICAL FOR SIMILAR STUDIOS AND CABINET LAYOUTS, U.N.O. ARCHITECTURAL REFERENCE PLUMBING PLAN 1 /4"=1 ' - THIS PROJECT REVIEWED FOR CODE COMPLIANCE APPROV=D NOV 22016 1 365 375 VB City of Tukwila ILDING DIVISION PARKING TARGET PARKING ATN 393 R CITY CEIVED F TUKWILA 321 0 T202016 STRANDER BLVD. PERMIT CENTER KEYPLAN OB #1'6`:029 COPYRIGHT © 2016 BY L2 ARCHITECTS