Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D15-0211 - THRIFT BOOKS - TENANT IMPROVEMENT
THRIFT BOOKS 18300 CASCADE AVE S 150 D15-0211 I 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.izov DEVELOPMENT PERMIT Parcel No: 7888900175 Permit Number: D15-0211 Address: 18300 CASCADE AVE S 150 Issue Date: 9/22/2015 Permit Expires On: 3/20/2016 Project Name: THRIFT BOOKS Owner: Name: RIVERPOINT TWO LLC Address: PO BOX 20399, SEATTLE, WA, 98102 Contact Person: Name: KATHLEEN SCHILB Address: 130 LAKESIDE AVE, SUITE 250, SEATTLE, WA, 98122 Contractor: Name: SMAJIC CONSTRUCTION LLC Address: 7405 118TH AVE SE, NEWCASTLE, WA, 98056 License No: SMAJICL954R2 Lender: Name: RIVERPOINT TWO LLC Address: PO BOX 20399, SEATTLE, WA, 98102 Phone: (206) 325-2553 Phone: (206) 419-8090 Expiration Date: 12/22/2015 DESCRIPTION OF WORK: INTERIOR TENANT IMPROVEMENT/OFFICE REMODEL. NO CHANGE OF USE Project Valuation: $45,000.00 Fees Collected: $1,545.38 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: VB Occupancy per IBC: B Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-466: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Volumes: Cut: 0 Fill: 0 Number: 0 Water Meter: No 1IJAriz d Si Date: " t Permit Center Authorized nature: e g I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and,4rtp.�.he conditio attached to this permit. Signature — Print Name: Date: �?, & 20i- 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 a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any 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: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 6: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 7: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 8: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.9.1) 9: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 10: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.6) 11: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1017.1) 12: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1011.6.3) 13: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.3.1) 17: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 15: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 14: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 18: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2437. 19: Local U.L. central station supervision is required. (City Ordinance #2437) 21: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 20: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 22: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 23: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 24: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 25: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. 16: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 26: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 27: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 28: 'BUILDING PERMIT CONDITIONS' 29: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 30: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 31: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 32: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 33: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 34: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 35: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 36: 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. 37: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 38: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 39: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 40: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL" 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0406 SUSPENDED CEILING CITY OF TUKWILA Community Development Department • Public Works Department • Permit Center 6300 Southeenter Blvd., Suite 100 Tukwila, WA 98188 htti)://www.TukwilaWA.,Izov Building Permit No. Project No. Date Application Accepted: Date Application Expires: 110 (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.: 7888900175 Site Address: 18300 Cascade Ave South Suite Number: 150 Floor: 1 Tenant Name: Thrift Books New Tenant: ® .....Yes ❑ ..No PROPERTY OWNER Name: O'Keefe Companies, LLC Address: 18300 Cascade Ave. South City: Tukwila State: WA Zip:98188 CONTACT PERSON — person receiving all project communication Name: Same as Architect Address: City: State: Zip: Phone: Fax: Email: GENERAL CONTRACTOR INFORMATION Company Name: T-B-D-Sma ' 1•� Address: Jy City: State: Zip: Phone:d _ `il 090 Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: ARCHITECT OF RECORD Company Name: Lance Mueller & Associates Architect Name: Kathleen Schilb Address: 130 Lakeside, Suite 250 City: Seattle State: WA Zip: 98122 Phone: (206) 325-2553 Fax: (206) 325-8055 Email: kathy@lmueller.com ENGINEER OF RECORD Company Name: N.A. Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Owner fincanced. AVIQ eA;n � i W v L Lc - Address: AO RoX .203 P` City: S(fa e— State: Zip: 1810a H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 45,000 Existing Building Valuation: $ 25,000,000 Describe the scope of work (please provide detailed information): Interior tenant improvement/office remodel. No change of use. Will there be new rack storage? ❑..... Yes L& No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below ==1 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I' Floor 26,812 8,463 0 0 V-B SPRINK B 2"d Floor 26,812 0 0 0 11 It 3`d Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 206 Compact: 206 Handicap: 14 Will there be a change in use? El ....... Yes 0....... No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 71....... Sprinklers [Z .......Automatic Fire Alarm ❑ .......None ❑ .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ....... Yes ❑ .......No If "yes', attach list ofmaterials and storage locations on a separate 8-112"x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ....... On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Fi:\ApplicationsV'ortns-Applications On Line\2011 ApplicationsTermit Application Revised - 9.9.1 I.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): NO EXTERIOR WORK Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ... Water District #125 ❑ .. Highline El.. Renton ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila El... Valley View ❑ . Renton El.. Seattle ❑ ...Sewer Use Certificate ❑ ... Sewer Availability Provided Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which ant. ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report [:]...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreements) ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ... Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ ...Right -of -Hay Use - No Disturbance ❑ .. Right-of-way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. WO # .Water OnlyMeter Size............ WO # " ❑ ...Deduct Water Meter Size ❑ ...Sewer Main Extension.............Public ❑ 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 Mailing City State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip H:Wpplications\Fortns-Applications On Line12011 ApplicationsTermit Application Revised - 8.9.1 I.docx Reised: 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 CERTIF AT I VE READ PENALTY OF PERJU BY 774�AWS OF-3 BUILDING Print Name: Ifaklileen Schilb Mailing Address: Same as Architect EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PMrE QF WASH.INGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. Date: 08/ 16/2015 Day Telephone: (206) 325-2553 City State Zip H:Wpplications\Form-Applications On Line\2011 ApplicationsTermit Application Re.rised - 8-9-11.docx Revised: August 2011 Page 4 of 4 bh DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $956.22 D15-0211 Address: 18300 CASCADE AVE S 150 Apn: 7888900175 $956.22 DEVELOPMENT $910.90 PERMIT FEE R000.322.100.00.00 0.00 $906.40 WASHINGTON STATE SURCHARGE 6640.237.114 0.00 $4.50 TECHNOLOGY FEE $45.32 TECHNOLOGY FEE TOTAL' R6217 R000.322.900.04.00 0.00 $45.32 $956.22 Date Paid: Tuesday, September 22, 2015 Paid By: RIVERPOINT TWO LLC Pay Method: CHECK 4836 Printed: Tuesday, September 22, 2015 3:38 PM 1 of 1 Girl" SYSTEMS Date Paid: Tuesday, August 18, 2015 Paid By: LANCE MUELLER Pay Method: CHECK 29056 Printed: Tuesday, August 18, 2015 2:41 PM 1 of 1 SYSTEMS INSPECTION RECORD C Retain a copy with permit IZ'PrCTION NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: U Type of nsp tion: c / Address: o0 CP t�i✓Io, Date Called: Special Instructions: Oate Wanted: r� a.m. 0 ®f Z—�\ p.m. Requester: ----� Phone No: (Inspector: 4�"� , luate:l�'j ❑ REINSPECTI©N FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. C" INSPECTION RECORD Retain a copy with permit I D q- `o 2�" I EC N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Projec It Type of InspectioQ: VA C Address: t930o5E) DateCalled: Special Instructions: rA Date anted: a.m. 10 --'fa' i _ p.m. Requester: Phone No: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD D/ 02- 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 Projw: � � rj c Typ�of Inspection:` / f Adjgs�&er � fG� � Date Called: V �Wanted: Special Instructions: Date p a.m. p.m. Requester: Phone No: IInspector: �/ /! / (Date:�� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. LAM 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 P o"ect: irt' Typo of In pectin e 50 C c c Ad ress: 530 G - � )d DateCall d: 5-0 Special Instructions: Date Wanted: a.m. �7i�j p.m. Requeste : Phone No: Inspector: E!�Date��� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Catl to schedule reinspection. lr INSPECTION RECORD Retain a copy with permit IN ECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: , Address: r �0 CC 9.3L Datl Called: Special Instructions: ted: ` a.m. ( rRe—quate Wan -�E p.m. ester: Phone No: RTApproved per applicable codes. Corrections required prior to approval. OM M ENTS: T o. VIE t d if r 0' C( -c P/ 3 - — El REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Catl to schedule reinspection. f- rA INSPECTION RECORD W-5-- oc� Retain a copy with permit / F — % 5 INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Type of nspec ion:. Address: j e Soo Cv7-5cz,, A -a AiV4-S Contact Persdn: Suite #: «-O Special Instructions: Phone No.: WAPproved per applicable codes. Corrections required prior to approval. COMMENTS: t' � f -C. k , ,►�� /kL ��� i �' a (e % � ?'�e� q ro✓t�L. i � 1 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: I Inspector: I Date: 101411<'" 1 Hrs.: I ❑ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. tsming Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: -zk)QV- ��i rye Type of Inspection: lli5p Address: Contact Person: Suite #:I 8npAve Special Instructions: Phone No.: %N Approved per applicable codes. Corrections required prior to approval. COMMENTS: �ry GY< f7 0 ,, z S Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: v Date: Zg12- //57 1 Hrs.: 2. O $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. tsniing Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORDt Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Type of Inspection: �-�VC V- Address: Contact Person: Suite #: e Special Instructions: Phone No.: T Approved per applicable codes. Corrections required prior to approval. i COMMENTS: N� Wk SCAoecl /c Arn,, ove, Zsr Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:? �� j Date: �/3 v% S Hrs.: /. U $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: S Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Info Project Address 18300 Cascade Ave. South Date 8/15/2015 Compliance Tukwilla, WA For Building Department Use forms do not require a password to use. Applicant Name: O'Keefe Companies LLC P Instructional and calculating cells Applicant Address: 18300 Cascade Ave. S, Tukwila, WA 98188 Applicant Phone: 206-236-6200 are wite- Project Description 0 New Building 13Addition ® Alteration Q Plans Included Lighting Compliance Path Q Lighting Power Density Calculations Q Total Building Performance (If Total Building Performance then only LGT-CHKis Lighting Power Allowance Q Building Area Method Q Space -By -Space Method Method Selection required to enable LPA forms--� Interior System LightingS stem CO DE COMPLIANC Description - �,. APPROVED Briefly describe lighting SEP 18 2015 system type and features. Additions and Change of Space Use (C101.4.3 & C101.4.4) y \i'Y Y.YYhvV Y4.11 '„iYinivisi Ro Q Addition area or Change of Space Use area complies with all applicable provisions as stand alone prof 71 a Addition area is combined with existing building lighting systems to demonstrate compliance with all applicable provisions per C101.4.3 Provide Building Area Method (LTG-INT-BLD) or Space -By -Space Method (LTG-INT-SPACE) Compliance Form. Document maximum allowed and proposed (including existing if applicable) lighting wattage of Addition or Change of Use space. Provide applicable lighting controls per C405.2 and commissioning of lighting controls per C405.13. Alterations, Renovations and Repairs (C101.4.3.1) Q 60% or more of luminaires in space replaced Provide Building Area Method (LTG-INT-BLD) or Space -By -Space Method (LTG-INT-SPACE) Compliance Form. Document maximum allowed wattage within the lighting retrofit space in Maximum Allowed Wattage table and proposed (including existing) lighting wattage in Proposed Wattage table. Retrofit and non -retrofit spaces shall be documented separately using multiple forms. Q Less than 60% of luminaires in space replaced Provide a separate Space -By -Space Method (LTG-INT-SPACE) Compliance Form for this retrofit area. Document existing total wattage within the lighting retrofit space in cell provided in the Maximum Allowed Wattage table. Document proposed (including existing) lighting wattage in the Proposed Wattage table. 0 Lamp and/or ballast replacement within existing luminaires only — existing total interior building wattage not increased 0 New wiring installed to serve added fixtures and/or fixtures relocated to new circuit Provide applicable manual lighting controls (C405.2.1), occupancy sensors (C405.2.2.2), daylight zone controls (C405.2.2.3), specific application controls (C405.2.3), and commissioning of lighting controls per C405.13 0 New or moved lighting panel Provide all applicable lighting controls as noted for New Wiring, automatic time switch controls (C405.2.2.1), and commissioning of lighting controls per C405.13. m Space is reconfigured - luminaires unchanged or moved only REC Provide all applicable lighting controls as noted for New Wiring and commissioning of lighting controls per C405.13. 0 No changes are being made to the interior lighting and space use not changed. Des—o�i IVED UKWIL AUU .18 2015 PERMIT CENTEF LANCE MUELLER 6 ASSOCIATES LMMM10 A R C H I T E C T S A I A September 10, 2015 Bill Rambo Permit Technician City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 RE: Permit Application D15-0211 Thrift Books, 18300 Cascade Ave. S Correction Letter Response #1 Dear Mr. Rambo, Thank you for your review with the above project. Below is an itemized response to your comment letter dated August 271h, 2015. Corrections on the accompanying drawings are clouded and noted with revision mark 1. Building Review Notes 1. Sheet TA1.1, Codes: I've corrected the notes to refer to the current, 2012, codes. 2. All Sheets: The accompanying drawings are wet stamped and signed. Sheets TA1.4, TA2.1, and TA3.1: An egress plan has been included on new Sheet TA1.4, showing. egress components, emergency lighting, widths and distances as requested. The plan and celling sheets have egress information and legends also. Thank you for your assistance with this project, and please feel free to contact me at your convenience if you have any questions or require additional information. Respectfully LAehlen ER & ASSOCIATES Kab, Architect KS:ks 130 LAKESIDE SUITE • 250 • SEATTLE • WA 98122 • (206) 325-2553 • FAX (206) 328-0554 ARCHITECTURE • PLANNING • SPACE PLANNING • INTERIORS City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director August 27, 2015 KATHLEEN SCHILB 130 LAKESIDE AVE, SUITE 250 SEATTLE, WA 98122 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D15-0211 THRIFT BOOKS - 18300 CASCADE AVE S Dear KATHLEEN SCHILB, 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 2406; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) All Structural Drawings and structural calculations sheets to be stamped (original signed wet stamp, not copied) by Washington State licensed architect, structural engineer or civil engineer. (BUILDING REVIEW NOTES) 1. Codes referenced on the cover sheet and other sheets refer to 2009 codes. Revise all code references to be current with 2012 codes and 2009 accessible codes. 2. All documents and plan sheets produced by a design professional, architect and engineer, shall have wet stamp and wet signature on those sheets. Electronic copies shall not be approved. 3. Provide a life safety plan that identifies means of egress. Dimension egress paths. Identify path of egress illumination on the plan to show common paths of egress are 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. Designed egress paths shall be those inspected for egress illumination requirements. (IBC Section 107.2.3, 1006 & 1008.1.6) Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accented through the mail or by a messenger service. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 0 Phone 206-431-3670 • Fax 206-431-3665 If you have any questions, I can be reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. D15-0211 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Joanna Spencer From: Han Kirkland Sent: Thursday, August 27, 2015 8:06 AM To: Joanna Spencer; Todd Reedy Cc: Bryan Still Subject: RE: Thrift Books TI @ 18300 Cascade Ave S Joanna, This location has the following assemblies: 8" DC for fire 2" RP for premise isolation 1.5" DC for irrigation All were tested and passed last year, due to be tested this year in October. Thanks, Han From: Joanna Spencer Sent: Monday, August 24, 2015 1:54 PM To: Todd Reedy Cc: Bryan Still; Han Kirkland; Joanna Spencer Subject: FW: Thrift Books TI @ 18300 Cascade Ave S D15-0211 Good Afternoon Todd, Are they current on their backflows? Thanks, Joanna D15-0211 PERMANENT FILE COPY D 15- DZI 1 pERflRlT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0211 DATE: 09/15/15 PROJECT NAME: THRIFT BOOKS SITE ADDRESS: 18300 CASCADE AVE S 150 Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: A:T- ztq Q�I`1-is Building Division In Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 09/15/15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10/13/15 Approved ❑ Approved with Conditions e Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMITCOOR® COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0211 PROJECT NAME: THRIFT BOOKS DATE: 08/18/15 SITE ADDRESS: 18300 CASCADE AVE S - SUITE 150 X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: 00- k� Building Division A,V Works PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Atj� C S 9 k VU � 14 Fire Prevention Q Planning DivisioA Q Structural ❑ Permit Coordinator Q DATE: 08/20/15 Structural Review Required ❑ DATE: DUE DATE: 09/17/15 Approved ❑ Approved with Conditions ❑ Corrections Required (corrections entered in Reviews) REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: 8 ^l - ((_ /7 ` ( Departments issued corrections: Bldg r- Fire ❑ Ping ❑ PW ❑ Staff Initials: V t/ 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.Tukwi]aWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 6A lwzv!�-- Plan Check/Permit Number: y�% �^ s ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision �A Received at the City of Tukwila Permit Center by: 46&'!�!• ❑ Entered in TRAKiT on AECEWW ^."Y OF TUKMLA sop 10 2015 I" OWN ";ENTER SMAJIC CONSTRUCTION LLC Home Inicio en I:span"ol Contact Page 1 of 2 Search L&I Safety inWashington State Department of Labor & Industries SMAJIC CONSTRUCTION LLC A-% Index Help Xly Secure L&I Claims & Insurance Workplace Rights Trades & Licensing Owner or tradesperson 7405 118TH AVE SE Principals NEWCASTLE, WA p 206-419-8090 SMAJIC, ADNAN, PARTNER/MEMBER KING County Doing business as SMAJIC CONSTRUCTION LLC WA UBI No. Business type 602 566 567 Limited Liability Company Governing persons ADNAN SMAJIC CHRISTINA T SMAJIC; 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. SMAJICL954R2 Effective — expiration 12/22/2005-12122/2016 Bond ...._........... CBIC $12,000.00 Bond account no. SG4819 Received by L&I Effective date 12/22/2005 12/15/2005 Expiration date Until Canceled Insurance .............................. Contractors Bonding & Insuranc $1,000,000.00 Policy no. Cl I SG4819 Received by L&I Effective date 12/09/2014 12/16/2011 Expiration date 12/1512015 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings N.o lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts https:Hsecure.Ini.wa.gov/verifyIDetail.aspx?UBI=602566567&LIC=SMAJICL954R2&SAW= 9/22/2015 SEPARATE PERMIT REQUIRED FOR: 9I. dmnwd 71ectdcal 2 '1 bing Pon City of Tukwila BUILDING DIVISION Cascade Ave. South _ 0 . . . SITE PLAN NORTH 1" = 5 0' Fri VICINITY PLAN NO SCALE DEFERRED SUBMITTALS 1. PLUMBING WORK UNDER SEPARATE PERMIT 2. MECHANICAL WORK UNDER SEPARATE PERMIT 3. FIRE SPRINKLER WORK UNDER SEPARATE PERMIT PROJECT NOTES TAX LOT NUMBERS: 7888900170 - NORTH BUILDING 18200 CASCADE AVE. SOUTH 7888900175 .- SOUTH BUILDING 18300 CASCADE AVE. SOUTH LEGAL DESCRIPTION: SOUTHCENTER SOUTH INDUSTRIAL PARK LOTS 15 & 17 BEGINNING SW CORNER LOT 17 THEN S 780 36' 10" E 80 FEET THEN ALONG CURVE TO RIGHT CENTER BEARING N 11 ° 23' 50" E ALONG A LINE 30 FEET E OF & PLW W/ LINE LOT 17 DISTANCE OF 357 FEET TO TPOB THE CONTG N 11d 23' 50" E ALONG SAID LINE RADIUS 50' ARC DISTANCE 78.54 FEET THRU C/A OF 900 00,00" THEN N 110 23' 50" E ALONG SAID LINE 291.25 FEET THEN ALONG CURVE TO LEFT RADIUS 110 FEET THRU C/A OF 62D 57' 52" ARC DISTANCE OF 120.83 FEET THEN N 110 23' 50" E ALONG A LINE 30 FEET W OF & NORTH PLT W LINE OF LOT 17147.375 FEET TO THE TOP OF RIGHT BANK OF GREEN RIVER THEN ALIGN SAID TOP OF RIGHT BANK OF GREEN RIVER TO THE FOLLOWING COURSES AND DISTANCES S 440 29' 00" E 96.32 FEET S 590 43' 00" E 98.00 FEET S 720 17'00" E 101.00 FEET S 820 08' 00"E 100.00 FEET N 780 54' 00"E 99.00 FEET N 680 34' 00" E 99 FEET N 730 00' 33" E 97.69 FEET M/L/ TO W/ MARGIN OF SECONDARY STATE HIGHWAY 2M THEN LEAVING SAID TOP OF RIGHT BANK OF GREEN RIVER ALONG SAID W. MARGIN ON A CURVE TO RIGHT OF THE CENTER BEARING N 470 33' 20" W RADIUS OF 543.14 FEET ARC DISTANCE 87,08 FEET THRU C/A OF 90011' 11" THEN S 51 ° 37' 10" W 131.40 FEET THEN ALONG CURVE TO LEFT ON SAID W. MARGIN RADIUS OF 603.14 FEET ARC DISTANCE OF 423.53 FEET THRU C/A OF 400 14'10" THEN S 11 ° 23' 50" W 23.32 FEET THEN N 780 36' 10" W 295.00 FEET TO TPOB - AKA PHASE II OF CORPORATE PROPERTY INVESTORS BINDING SITE IMPROVEMENTS PLAT RECORDING NO. 810421010455 & CITY OF TUKWILA BOUNDARY LINE. ZONE: C / CU SITE AREA: 6.58 ACRES CONSTRUCTION TYPE: V-B FIRE SPRINKLERED BUILDING AREA: NORTH BUILDING 53,625 NO. STORIES 2 SOUTH BUILDING 53,625 NO. STORIES 2 PARKING REQUIRED: 278 STALLS PARKING PROVIDED: CODES USED: 2012 I.B.C. WITH WASHINGTON STATE AMENDMENTS WAC 51-50 L� GENERAL NOTES 0 S ICC/ANSI Al 17.1-2009 ACCESSIBILITY STANDARDS 2012 INTERNATIONAL MECHANICAL CODE & WAC 51-52 2012 INTERNATIONAL FUEL GAS CODES (IMFGC) & WAC 51-52 1. REFER TO BASIC BUILDING SHELL SPECIFICATIONS AND STANDARDS FOR EXISTING 11. EXISTING WORK DAMAGED AS A RESULT OF WORK UNDER THIS CONTRACT SHALL BE 2012 NATIONAL ELECTRICAL CODE (NEC) SHELL CONSTRUCTION. ALL WORK IS TO BE COMPATIBLE WITH EXISTING CONSTRUCTION. REPAIRED TO ORIGINAL CONDITION AND FINISHED TO MATCH ADJACENT FINISHES, 2012 INTERNATIONAL FIRE CODE (IFC) & WAC 51-54 SUBJECT TO ARCHITECTS APPROVAL, AT NO ADDITIONAL COST TO OWNER. ALL 2012 INTERNATIONAL PLUMBING CODE & WAC 51-56 & 51-57 2. ALL WORK SHALL CONFORM TO APPLICABLE CURRENT FEDERAL, STATE AND LOCAL REPLACEMENT MATERIAL REQUIRED TO MATCH EXISTING MATERIALS SHALL DO SO WITH 2O12 ENERGY CONSERVATION CODE, CODES. THE CONTRACTOR IS TO PROVIDE FOR ALL REQUIRED NOTIFICATION OF AND RESPECT TO TYPE, PATTERN, TEXTURE, SIZE, SHAPE, COLOR AND METHOD OF 2012 WWAASHIINNGTON STATE ENERGY CODES, WAC 51-11 COORDINATION REQUIRED PERMITS. IL PRACTICABLE, AND SHALL BE APPROVED BY THE ARCHITECT � .i�...✓� .i��✓..� 48 63 S.F.( ONS RU TION AREA) OBTAINING ALL TESTS AND INSPECTIONS ASSOCIATED WITH BTAINNG APPROVALS TO PROCEED AND OWNER EPRIOR TO INSTALLATION. TENANT AREA: WITH AND COMPLETE THE WORK SHALL BE PAID FOR BY THE CONTRACTOR. OCCUPANCY: B - OFFICE 12. ALL EXISTING MECHANICAL AND ELECTRICAL EQUIPMENT AND SERVICE DISRUPTED 3. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR AND OR REMOVED DURING CONSTRUCTION SHALL BE RESTORED AND REPLACED UNLESS OCCUPANT LOAD: 100 SQ. FT./OCCP. 8,463 / 100 = 84 OCCUPANTS MATERIALS, EQUIPMENT AND TRANSPORTATION NECESSARY OR REASONABLY INFERABLE NOTED OTHERWISE. TENANT: THRIFT BOOKS AS BEING NECESSARY FOR THE EXECUTION OF THE WORK. BY SUBMITTING A PROPOSAL, THE CONTRACTOR REPRESENTS THAT THROUGH EXAMINATION OF THE SITE AND ALL 13. INSTALLATIONS OF MECHANICAL, ELECTRICAL AND STRUCTURAL SYSTEMS WILL SCOPE OF WORK: EXISTING CONDITIONS AND LIMITATIONS HAVE BEEN MADE AND THAT THE CONTRACT REQUIRE OPENING OF SOME EXISTING WALLS, CEILINGS, OR FLOOR CAVITIES. THE DOCUMENTS HAVE BEEN EXAMINED IN COMPLETE DETAIL, AND THAT IT IS DETERMINED CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF THESE OPENINGS TO MATCH INTERIOR TENANT IMPROVEMENT / RECONFIGURATION OF EXISTING OFFICE BEYOND DOUBT THAT THE DRAWINGS, SPECIFICATIONS AND EXISTING CONDITIONS ARE EXISTING, EXCEPT WHERE NOTED OTHERWISE. FILL ALL HOLES AND VOIDS IN FLOORS, SUITE. NO CHANGE OF USE. SUFFICIENT, ADEQUATE AND SATISFACTORY FOR CONSTRUCTION OF THE WORK. WHERE WALLS AND CEILINGS WHICH RESULT FROM INSTALLATION OF WORK, AND REMOVAL OF MINOR ADJUSTMENTS TO THE WORK ARE NECESSARY FOR THE PURPOSES OF EXISTING MATERIALS AND EQUIPMENT REQUIRED BY THIS CONTRACT. PATCHED AREAS FABRICATION AND INSTALLATION OF ITEMS, OR RESOLUTIONS OF CONFLICTS BETWEEN SHALL MATCH THE MATERIALS, FINISHES, AND LEVELS ADJACENT, R HALL BE PUT IN ITEMS, WITHIN THE INTENT OF THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL THE PROPER CONDITION TO RECEIVE THE FINISH INDICATED. RE ISION3 MAKE SUCH ADJUSTMENTS AT NO ADDED EXPENSE TO THE OWNER. WHERE SUCH MINOR No changes Shell be made to the Scope ADJUSTMENTS AFFECT FUNCTIONAL OR AESTHETIC DESIGN OF THE WORK, THEY SHALL 14. MATERIALS, ARTICLES, DEVICES AND PRODUCTS ARE SPECIFIED IN THE DOCUMENTS of vjo .t without prior approval of BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL. BY LISTING ACCEPTABLE MANUFACTURERS OR PRODUCTS, BY REQUIRING COMPLIANCE i u��ila Building Division.- Buildingon.- uianS WITH REFERENCED STANDARDS OR BY PERFORMANCE SPECIFICATIONS. FOR ITEMS will require now plan submittal MIME: m4 sllbrrlil�sl Rsv sioincn 4. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER, INCLUDING AREA FOR WORK, SPECIFIED BY NAME, SELECT ANY PRODUCT NAMED. FOR THOSE SPECIFIED BY £tits de additional plan r fees. MATERIALS STORAGE, ACCESS TO AND FROM THE WORK, SPECIAL CONDITIONS OR NOISY REFERENCE STANDARD OR BY PERFORMANCE SPECIFICATIONS SELECT ANY PRODUCT WORK, TIMING OF WORK AND INTERRUPTIONS OF MECHANICAL AND ELECTRICAL MEETING OR EXCEEDING SPECIFIED CRITERIA. FOR APPROVAL OF AN ITEM NOT SERVICES. SPECIFIED, SUBMIT FOUR (4) COPIES OF COMPLETE BACK-UP INFORMATION FOR PURPOSES OF EVALUATION. WHERE BUILDING STANDARD ITEMS ARE CALLED FOR, NO 5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF SUBSTITUTE WILL BE ACCEPTED. WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS AS ARE SPECIFIED. 15. CONTRACTOR SHALL PROVIDE FOR ALL WORK REQUIRED TO MAINTAIN COMPLIANCE 6. CONTRACTOR SHALL ADHERE TO ALL BUILDING STANDARDS ANY CHANGE TO SAME WITH LOCAL FIRE CODE. PROVIDE FOR ALL REQUIRED SHOP DRAWINGS AND APPROVALS. SHALL BE SUBMITTED TO ARCHITECT IN WRITING FOR REVIEW AND APPROVAL. L 16. MECHANICAL AND ELECTRICAL FIXTURES, OUTLETS, ETC. WHEN SHOWN ON THE 7. CONTRACTOR SHALL SUBMIT SAMPLES OF ALL FINISHES OF SUCH SIZE AND NUMBER THAT THEY REPRESENT A REASONABLE DISTRIBUTION OF COLOR RANGE AND PATTERN ARCHITECTURAL DRAWINGS ARE FOR LOCATION INFORMATION ONLY. MECHANICAL AND ELECTRICAL TO BE DESIGNED BY OTHERS. ALL CIRCUITING COORDINATION TO BE BY Permit No, PRIOR TO INSTALLATION FOR ARCHITECTS APPROVAL. CONTRACTOR SHALL PROVIDE OTHERS. SHOP DRAWINGS AND PRODUCT DATA FOR ARCHITECTS APPROVAL ON ALL SPECIAL Plan review approval is subjed to off= and omissions. ITEMS REQUIRING CUSTOM FABRICATION. 17. CONTRACTOR IS TO PROVIDE DRAWINGS FOR ARCHITECT'S & TENANT APPROVAL Approval of construction d=Mfb do= qot aldtl'ltlnae SHOWING LOCATIONS OF ALL HVAC THERMOSTATS, GRILLES, AND DIFFUSERS, FIRE AND ipt 8. CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE AND NOTIFY SMOKE DETECTION DEVICES INCLUDING SPRINKLERS, FIRE EXTINGUISHERS AND HOSE the violation of any Ind re. ARCHITECT OF ANY DISCREPANCIES. CONTRACTOR IS NOT TO SCALE DRAWINGS. CABINETS ETC. of approved Field Co Is oval eci: 9. CONTRACTOR SHALL PROVIDE 16 GAUGE SHEET METAL BACKING IN PARTITIONS FOR 18. ANY CHANGE IN LIGHT FIXTURE PLACEMENT DUE TO INTERFERENCE OF MECHANICAL By, ALL WALL MOUNTED FIXTURES AND DEVICES UNLESS INDICATED OTHERWISE ON THE OR STRUCTURAL COMPONENTS MUST BE APPROVED BY ARCHITECT & TENANT. Date: 2 DRAWINGS. 19. ALL FLOORS SHOULD BE LEVEL AND NOT VARY MORE THAN 1/4" IN 10"-0". THE 10. ALL MATERIALS INDICATED TO MATCH EXISTING SHALL DO SO WITH RESPECT TO SIZE, CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY CONDITIONS THAT DO NOT City of Tukwila COLOR, TEXTURE, PATTERN, QUALITY AND METHOD OF INSTALLATION INSOFAR AS MEET THIS STANDARD. BUILDING DIVISION PRACTICABLE AND SHALL BE APPROVED BY THE ARCHITECT BEFORE USE. D OTHERWISE. 20. FLOOR FINISH TRANSITIONS SHALL OCCUR UNDER DOORS, UNLESS SHOWN OR NOTED OTHERWISE. BUILDING O'KEEFE COMPANIES REPRESENTATIVE: 18300 CASCADE AVE SOUTH TUKWILA, WA 98188 T. (206) 236-6200 CONTACT: TOM O'KEEFE EMAIL: tom@6dc2.com ARCHITECT: LANCE MUELLER & ASSOCIATES 130 LAKESIDE AVE SEATTLE, WA 98122 T. (206) 325-2553 F. (206) 328-0554 CONTACT: KATHY SCHILB EMAIL: kathy@lmueller.com GENERAL SMAJIC CONSTRUCTION, LLC CONTRACTOR: 12219 SE 65th STREET BELLEVUE, WA 98006 T. (206) 419-8090 F. (425) 378-2593 CONTACT: ADI SMAJIC EMAIL: smajic@msn.com INDEX OF DRAWINGS TALI COVER SHEET 1 SITE PLAN TA1.2 1/16" OVERALL BUILDING / EGRESS PLANS TA1.3 LEGENDS / SYMBOLS / DOOR TYPES TA1.4 EGRESS PLAN TA2.1 FLOOR PLAN, INTERIOR ELEVATIONS TA3.1 REFLECTED CEILING PLAN TA4.1 CEILING DETAILS, WALL SECTIONS I REVIEWED FOR CODE COMPLIANCE APPROVED SEP 18 2015 AT- . VvY� City of Tul(wila BUILDING DIVISION 73. n-0 22'-0' 22-0• 27-0•. 27-V _ 2Z,0. - '. 7 -v 2T-V 2Z-V 7 F - COMPLIANCE OPEN: -' PURCHASING BILLING OPEN :' .ACCOUNTING ACCOUNTING OPEN N OFC. OFC. OFC: - OFC. OFC. OFC. 0FC. OFC. OFC. .., OFC.. - OFC. OFC. 105 - - � 213 216 217 � 21B 222 223 '... 224 � 225 228 . � 227 - HALL '. FEC'W ORKEC - ' .. .. 107 WORKL 0FC.. ROOOM.. - _ ® ..t6F 214BREAK - OPEN OPENOROOM - OFC. OPC. - - - RECEPT. j�.j�. O CONE. -. - . OFC. U .. - STORAGE 102 -- -EGR - 4 '.... RN®BRaBAR® E .. CONF: ... JAN.I ELEC. - STORAGE _ ... _ a _L BREAK ROOM OPNTR 21000NE E201 Y - . O CONE. 218 OFECN _ O - 202 211 FLLE H.R. OFC,..FEC WOMEN STORAGE OPEN L - FEG ti - - .STORAGE SERVER. OFC. OFC. OFC. OFC. OFC. OFC. OFC. OFC. OFC. - - 204 203 MEN 217 216 215 - 214 213 212 207 ®- - ... _ LOBBY EGRESS PATHWAY. XI ON AREA OF WORK C BM. THI: S PE . RMIT CONFERENCE OFFICE - OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE CONE.. RECEPT. 216 2i7 2 B 218 220 ' 221 222 223 27A ,. 225 20 -. CONF. - - - " OPEN - OFFICE®- - OFFICE. _ 215 - - - WORK.:. - AREA SERVER. OFC... _ .. .. 9 1U 11. -. 12 13 14 15 16` 17 " 203 E LOBBY 224 _ - - SM. � TRAINING ® STORAGE, ..CARE -. Q 22'-W 2Y-0• 22'-V 22-0 7Y-0' 22-0° 22-0• " CONE. .. .._ .. _ _ _ .. .... F F 226 - B OFC. 0FC. . - _ OFC " OFFICE 273 , 230 _ .. BREAK FEC- p p® OFC. - : OF0. 1 SHOWROOM � � RO OFFICE " - - STORAGE ACCOUNTING FUTURE "OFC CONE. OPEN - OFC. . 0 PRODUCT `DISPLAY I 41 " 212 247 246 245 WORK - - - - /•. OFFICE STORAGE - OFC. - - FEC " -. CONE. 102 FEC - X 0 FUTURE OFC OFC OFC. OFC. OFC OFC " OFC OFC. RECEPT. RECEPIONOFFICE .. . 4 � EtPE .- JAN.I ELEC. PANTRY 22••11" EXIT 27.10• 22.10• 22'.10. 22'-00' 22.10' 2Y-01• : 0 f��eeeeve J Q m H C O ' W CL 'S N O c � CD N C5 co 03 OU car ,V^ V Vl C 0 Q co E`` ^o^ Q 0 U c E , ccu U � c c o = M co u, Q i n ieLl L N L I Q N 01'1 Q to U ❑ N O • ' r N r('� In � N pp K1 w U W wEn J • J Ln N U] I• W Ld z o v J W J 0 J Q `� LL sheet Z F- T�1.�� W ABBREVIATIONS ADJ ADJUSTABLE/ADJACENT JAN JANITOR ALT ALTERNATE JB JUNCTION BOX AFF ABOVE FINISH FLOOR JST JOIST ALUM ALUMINUM JT JOINT L ANGLE ANOD. ANODIZED KIT KITCHEN ACT ACOUSTICAL CEILING TILE LF LINEAL FOOT @ AT LTG LIGHTING BLDG. BUILDING BLK'G. BLOCKING MAIL MATERIAL BM BEAM MAX MAXIMUM B/S BUILDING STANDARD MECH MECHANICAL MED MEDIUM CAB CABINET MEZZ MEZZANINE CIRC CIRCULATION MFR MANUFACTURER CLR CLEAR OR CLEARANCE MISC MISCELLANEOUS CLG CEILING MTD MOUNTED CL CENTERLINE MTL METAL COL COLUMN CONC CONCRETE N/A NOT APPLICABLE CONST CONSTRUCTION NIC NOT IN CONTRACT CONT CONTINUOUS NO NUMBER COORD COORDINATE NOM NOMINAL CPT CARPET NTS NOT TO SCALE CT CERAMIC TILE OC ON CENTER DET DETAIL OPN'G OPENING DIA DIAMETER OPP OPPOSITE DIM DIMENSION DN . DOWN PERP PERPENDICULAR DR DOOR PL PLATE OR PLASTIC LAMINATE DWG DRAWING PLYWD PLYWOOD PNL PANEL PR PAIR EA EACH PROP PROPERTY EL ELEVATION PT PAINT ELEC ELECTRIC ELEV ELEVATION OR ELEVATOR R RADIUS EN ENAMEL RB RESILIENT BASE EQ EQUAL RFGR REFRIGERATOR EXIST EXISTING REINF REINFORCEMENT FF FACTORY FINISH OR FINISH FLOOR REREQUIRED FIN FINISH REVV REVERSE RM ROOM FLR FLOOR RO ROUGH OPENING FLUOR FLUORESCENT FOIC FURNISHED BY OWNER Sc SOLID CORE INSTALLED BY CONTRACTOR SECT SECTION FT FOOT/FEET SHT SHEET FTIC FURNISHED BY TENANT SIM SIMILAR INSTALLED BY CONTRACTOR SM SHEET METAL FURN FURNISH / FURNISHINGS SQ SQUARE STD STANDARD GA GAUGE SUSP SUSPENDED GALV GALVANIZED TELE TELEPHONE GL GLASS/GLAZING TEMP TEMPERED GWB GYPSUM WALL BOARD THERMO THERMOSTAT. TYP TYPICAL HDW HARDWARE HM HOLLOW METAL VAR VARIES HGT HEIGHT VCT VINYL COMPOSITION TILE HVAC HEATING VENTILATING VERT VERTICAL AIR CONDITIONING VWC VINYL WALL COVERING IN INCH W/ WITH INCAD INCANDESCENT W/0 WITHOUT INCL INCLUDE WC WALL COVERING INSUL INSULATION WD WOOD INSTL INSTALLATION GRAPHICS SYMBOL LEGEND III -III- I EARTH GLASS(ELEVATION) GLASS(SECTION) GRAVEUROCK GYPSUM WALL BOARD CAULKING/SEALANT CONCRETE PLYWOOD ASPHALT PAVING BRICK. ACOUSTIC TILE WOOD FRAMING BLOCKING OR SHIM RIGID INSULATION BATT INSULATION FINISH WOOD METAL DEMO. PLAN LEGEND SYMBOL DESCRIPTION ALL ITEMS SHOWN IN SHADED LINETYPE ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE EXISTING WALL, DOORS, ETC. TO BE REMOVED EXISTING SUSPENDED CEILING GRID TO BE REMOVED -I EXISTING 2x4 LIGHT FIXTURES TO BE REMOVED/RELOCATED PLAN SYMBOLS INTERIOR ELEVATION SYMBOL 6 ELEVATION NUMBER TA4 SHEET NUMBER ELEVATED WALLS (SHADED AREAS) DETAIL 2 L DETAILS AL2 SHEET NUMBER 2 SECTION BUILDING A1.2 SHEET SECTIONS NUMBER 2 ENLARGED A1.2 I PLANS 1 COLUMNS OR A GRID LINES OFFICE ROOM NAME & NUMBER 105 DOOR NUMBER (EX. = EXIST. TO REMAIN) FRAME TYPE 237B B 3 20 RATING (MINUTES) HARDWARE GROUP (EX. = EXIST. TO REMAIN) Ac WALL TYPE CEILING PLAN SYMBOLS SYMBOL FIXTURE NEW 2' X 4' ACOUSTICAL LAY -IN CEILING PANELS WITH 1%6' HEAVY DUTY SUSPENDING GRID SYSTEM NEW 2 x 4 RECESSED FLUORESCENT LIGHT FIXTURE ¢ NEW 6" DIA. COMPACT FLUORESCENT LIGHT FIXTURE ® NEW 6" DIA. COMPACT FLUORESCENT WALL WASH LIGHT FIXTURE LIGHTED EXIT SIGN ® DIRECTIONAL (AS SHOWN ON CEILING PLAN) WALL LIGHT SWITCH $3 THREE WAY LIGHT SWITCH ELECTRICAL LEGEND SYMBOL FIXTURE Q� DUPLEX OUTLET FOURPLEX OUTLET > DEDICATED DUPLEX OUTLET DEDICATED FOURPLEX OUTLET 321 TIMER DEDICATED ELECTRICAL OUTLET W/ TIMER Q FAX DEDICATED FAX OUTLET ® COMPUTER / VOICE OUTLET -0 ELECTRICAL JUNCTION BOX ® ELECTRICAL POWER POLE LOCATION SYSTEMS FURNITURE BASE POWER FEED (COORDINATE W/ FURNITURE SUPPLIER) Q� GFI DUPLEX OUTLET W/ GROUND FAULT PROTECTION ® FLOOR DATA BOX - FINAL LOCATIONS TO BE VERIFIED W/ TENANT PRIOR TO CORING FLOOR ELECTRICAL BOX - FINAL LOCATIONS ® TO BE VERIFIED W/ TENANT PRIOR TO CORING © CABLE TV OUTLET RS SECURITY ACCESS POINT/ CARD READER FLOOR PLAN LEGEND SYMBOL DESCRIPTION EXISTING WALL TO REMAIN NEW WALL PER FLOOR PLAN - — — — — — - SOUND OR THERMAL INSULATED WALL PARTIAL HEIGHT WALL PER FLOOR PLAN DOOR SCHEDULE NO DE5CRII'TION TYPE DOOR MATRL DOOR FINISH FRAME FIN15H FRAME MATRL HARDWARE RATING COMMENTS 001 Tx 7' B S.C. WOOD BLDG. STNDRD BLDG. STNDRD BLDG. STNDRD 6 - -. 002 Tx 7' B S.C. WOOD BLDG. STNDRD BLDG. STNDRD BLDG. STNDRD 6 102-A Tx 7' C WOOD BLG. STRD. BLDG. STNDRD BLDG. STRD 2 102-B Tx 7' C WOOD BLG. STRD. BLDG. STNDRD BLDG. STRD 2 103 Tx 7' C WOOD BLDG. STNDRD BLDG. STNDRD BLDG. STNDRD 2 104 3' x 7' C WOOD BLDG. STNDRD BLDG. STNDRD BLDG. STNDRD 2 105 Tx 7' B S.C. WOOD BLDG. STNDRD BLDG. STNDRD BLDG. STNDRD 2 106 Tx 7' C WOOD BLDG. STNDRD. BLDG. STNDRD BLDG. STNDRD 3 - 107 Tx 7' C WOOD BLDG. STNDRD BLDG. STNDRD BLDG. STNDRD. 3 108 Tx 7' C WOOD BLDG. STNDRD BLDG. STNDRD BLDG. STNDRD 3 109 . Y x 7' C WOOD BLDG: STNDRD BLDG. STNDRD BLDG. STNDRD 3: 114-A Tx 7' C WOOD BLDG. STNDRD BLDG. STNDRD BLDG. STNDRD" 3 114-B Tx 7' C WOOD BLDG. STNDRD BLDG: STNDRD BLDG. STNDRD 3 115 Y x 7' C WOOD BLDG. STNDRD BLDG. STNDRD BLDG. STNDRD 3 116 Tx 7' C WOOD BLDG. STNDRD BLDG. STNDRD BLDG. STNDRD 3 HARDWARE DOOR NOTES NOTES 1. SALVAGE AND RE -USE ALL EXISTING DOORS, FRAMES, HARDWARE WHERE EVER PRACTICAL. NEW DOORS AND HARDWARE SHALL MATCH EXISTING IN SPECIES AND FINISH. 1. HARDWARE GROUPS ARE DESIGN BUILD DEFERRED SUBMITTAL. GROUPS SHOWN BELOW ARE FOR GENERAL FUNCTIONAL INFORMATION ONLY. 2. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES 2. SALVAGE AND RE -USE EXIST HARDWARE WHERE PRACTICAL. NEW HARDWARE TO MATCH EXISTING. 3. HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERABLE PARTS SHALL HAVE A SHAPE THAT IS EASILY GRASPED WITH ONE HAND, AND DOES NOT REQUIRE TIGHT GRASPING, 3. PROVIDE SILENCERS AND WALL OR OVERHEAD STOPS, TYPICAL ALL DOORS. PINCHING, OR TWISTING OF THE WRIST. 4. KICKPLATES TO BE 1116" (16 GA. STAINLESS STEEL) MAX, SURFACE APPLIED. KICKPLATES TO 3. ALL HARDWARE SHALL ALLOW DOORS TO BE OPENED FROM THE INSIDE WITHOUT KEY, EXTEND THE FULL WIDTH OF THE PUSH SIDE OF DOORS, ICC/ANSI 117.1-2003 SPECIAL KNOWLEDGE OR EFFORT. UNLATCHING OF ANY DOOR OR LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION. 4. MAXIMUM HEIGHT OF THRESHOLDS =Y", EACH SIDE OF DOORS. TYPICAL ACCESSIBILITY CLEARANCES 5. DOOR HARDWARE TO COMPLY WITH IBC SECTION 11 AND ANSI 117.1-2009 FOR ACCESSIBILITY. DOOR HARDWARE SHALL BE MOUNTED BETWEEN 36" AND 48" FROM FINISH FLOOR, AND 5'-0• CLEAR OPEN WIDTH OF SHALL BE 32" MINIMUM. 2'-0" T-0" 3'-0" T-0" .8" 2'-0" BLDG. STD. SOLID ' CORE WOOD DOOR BLDG. STD. SOLID BLDG. STD. SOLID BLDG. STD. HOLLOW CORE WOOD DOOR / CORE WOOD DOOR 0 = 0 � } BLDG. STD. WOOD METAL FRAME co = 4 FRAME � \ 1/4" TEMPERED { BLDG. STD. 1/4" TEMPERED GLASS WOOD FRAME GLASS SUITE ENTRY DOOR WOOD DOOR AND WOOD DOOR AND WOOD RVr t I V ` D OWOOD & HOLLOW METAL FRAME © WOOD FRAME © FRAME W/ SIDELITE CITY OF T U K W I L A W/SIDELITE SEP 10 2015 HARDWARE GROUPS PERMIT CENTER 1. LEVER LOCK SET 2. LEVER LATCH SET 3. LEVER LOCK SET 4. PUSH / PULL 5. LEVER LOCK SET 6. LEVER HANDLE LATCH (SUITE ENTRY FUNCTION) HINGES HINGES HINGES PANIC DEVICE PRIVACY LOCKS HINGES WALL STOP WALL STOP CLOSERS HINGES HINGES SILENCERS SILENCERS SILENCERS SILENCERS CLOSER SILENCERS CLOSER WALL STOP OFC. (107 j GIFT STORAGE 1=0 B FILE STORAGE 126 H.R. OFC. (105 HALL (106 j RECORD STORAGE (1E4:) BREAK 121 Lu u- FEC MAIL COPY HALL LL6 5j SALES 0 1=8 14 L \-IJ HP VL QDUH I Z1, L FRIDGE L-4 ......... . ..... . ..... .. ... .... ..... ... - ....................... EXISTING EXIT ............ ............................. A= CONF. TEAM LTo 0 NETWORK ............ —I, HALL RECEPTION 6=0 1=0 1 uj ........... ....... . . . ........ RECEPT. CONF. O co Mcmmm=mm� EM'SM ME= w u- I EXEC, OFC. OFC, OFC. HALL (10-6 114 .113 SALES �) (LO 5j117 CODE SUMMARY: OCCUPANCY: EXITS REQ'D. EXITS PROVIDED EXIT WIDTH PROVIDED B OCCUPANT LOAD = I/100 SQ. FT. 8,463 SQ. FT. / 100 SQ. FT. = 85 OCCUPANTS 2 2 7211 MAXIMUM TRAVEL DISTANCE TO EXIT BUILDING - 300' (FIRE SPRINKLED BLDG.) EXISTING BUILDING CORRIDORS ARE NOT REQUIRED TO BE RATED CONSTRUCTION PER TABLE 1018.1 COMMON PATH OF TRAVEL DOES NOT EXCEED 100' LIGHTING NOTES -EMERGENCY 1. PLANS AND FIXTURES ARE LISTED FOR DESIGN INTENT ONLY. FINAL FIXTURE SCHEDULE AND LAYOUT PER ELECTRICAL DESIGN BUILD DOCUMENTS. 0 xl 2. PROVIDE EXIT SIGNAGE PER IBC 1011. SIGNS SHALL BE ILLUMINATED AT ALL TIMES. PROVIDE BATTERY BACKUP POWER FOR ILLUMINATION FOR MINIMUM OF 90 MINUTES. PROVIDE TACTILE EXIT SIGNS COMPLYING WITH ICC-Al 17.1-2009 I — RELIED FOR REVOAffiD R 0] ADJACENT TO EACH STAIRWAY. 'k 'f D 'PLIANCE CODE COWLIANCE E CODE 3. PROVIDE EXIT PATHWAY ILLUMINATION PER IBC SECTION 1006. THE POWER E A ROVED APPROV pp SUPPLY FOR THE MEANS, OF EGRESS ILLUMINATION SHALL BE PROVIDED BY THE P 18 015 SEP IS 2015 BUILDING POWER SUPPLY, AND WITH EMERGENCY POWER SUPPLY. MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED AT THE RATE OF 1 FOOT CANDLE AT FLOOR LEVEL. Tulmila ity oll C C y u �v 4. PROVIDE EMERGENCY LIGHTING AT THE EXTERIOR OF EXIT DISCHARGE DOORS. c BUILDING DIVISION ALL WORK IS LIMITED TO THE FIRST FLOOR RECEIVED CITY OF TUKWILA S5 EGRESS PLAN-EP 10 20 -- 1/8" 11-011 PERMIT CENTER DASHED LINE INDICATES ACCESSIBLE EMERGENCY PATH SEE SHEET TA1.4 FOR EGRESS PATH FI F\/ATI(l�l YFVAI(1TFS ELE�ATI ON KEYNOTES Oj P.L. DOOR5 w/ 4" WIRE PULLS, WHITE MELAMINE INTERIORS O ADJUSTABLE 5HELVE5, HHITE MELAMINE OPEN CABINET, PLA5TIG LAMINATE FINISH O 4" HIGH PLA5TIG LAMINATE 5PLA5H O PLA5TIG LAMINATE COUNTER O 5TAINLE55 STEEL 51NK, LEVER HANDLE FAUCET, 5GALD WRAP ALL PLUMBING O P.L. DRAHER5, FULL EXTEN51ON GLIDES, HHITE MELAMINE INTERIOR5 0 4" NOM. TOEKIGK Og RUBBER 13A5E FARINIPT BLEAK if1_/'!II QI _/-III Al 1�11 10 11 12 1713011 14 15 16 17 22'-0" 221-011 22'-0" 22'-0" 221-011 22!_0" 221-011 22'-011 i GENERAL NOTES 1. DIMENSIONS ARE TO FINISH FACE OF WALLS UNLESS NOTED OTHERWISE. 2. SEE SHEET TA3.1 FOR WALL TYPES. ALL WALLS TYPE W U.N.O. 3. SEE SHEET TA1.3 FOR DOOR TYPES AND HARDWARE. I. PROVIDE 2A/IOB6 FIRE EXTINCUI5HER5 1/3000 5.F. MAX. HITH MAX. -15' TRAVEL 015TANGE. GOORD. LOGATION5 w/ FIRE MAIR5HAL. 2. PROVIDE EXIT 516NA6E PER IBG 1011. 516145 SHALL BE ILLUMINATED AT ALL TIME5. PROVIDE BATTERY BAGKUP POWER FOR ILLUMINATION FOR MINIMUM OF qO MINUTES: PROVIDE TAGTILE EXIT 516-7N5 COMPLYING WITH IGG-All7.1-200q ADJACENT TO EAGH STAIRWAY. 3. PROVIDE EXIT PATHWAY ILLUMINATION PER IBG 5EGTION 1006. THE POWER SUPPLY FOR THE MEAN5 OF EGRE55 ILLUMINATION SHALL BE PROVIDED BY THE BUILDING POWER SUPPLY, AND WITH EMER6ENGY POWER 5UPPLY. MEAN5 OF E6RE55 ILLUMINATION SHALL BE PROVIDED AT THE RATE OF I FOOT GANDLE AT FLOOR LEVEL. 4. PROOVIDE EMERGENGY PATHWAY LIGHTING AT THE EXTERIOR OF EXIT D15GHARCE DOOR5. ALL THRE5HOLD5 MAXIMUM 1/2" HIGH ABOVE FINISH FLOOR, EAGF 51DE OF DOORS. !! 1 � EE SHDEET TAI 4 FOR EGRESS PLAN � EMERGENCY PATH FLOOD PLAN SCALE: 1 /5" = P-0" 4 d bo RE\%10NED FOR CODE COMPLIANCE APPROVED QED 18 2015 5 � qZVO)m City of Tukwila BUILDING DIVISIOi4 RECEIVE CITY OF TUKWILA SEP1Q2015 PERMIT CENTER 0 4 8 16 24 IN Y Shy l ,r g .D CD Y fl \! i�f cn )t b 1 S • 1 s 1 Y,?r • £ 7j{$ ., ch cu cn s , 1{f i ;fit t 5k u ,irs Se rtk fiy� 1 g • 1X £Y "1�Y rJA �{v�t'i IN Ln Ln Ln P ca to ns Y fi jj cq co 1 a3 3f { all Ld Th T� t t Y9 tpm X nff W En ( t 9 0 Y${i �z }i fayinCl En { r# g cls £t alSheet Jr TA2ml l X; S a WE 22'-0" . GENERAL. NOTES 22'-0" 1. EMERGENCY EGRESS LIGHTING IS NOT REQUIRED WITHIN TENANT SPACE AS OCCUPANCY LOAD IN LESS THAN 50 OCCUPANTS. 2. SUSPENDED CEILING SYSTEM IS EXISTING THROUGHOUT THE SPACE.. SEE SHEET TA3.1 FOR NOTES REGARDING ANY CHANGES OR ALTERATIONS TO SYSTEM. 3. EACH ROOM OR SPACE TO HAVE SEPARATE LIGHTING CONTROL WITH OCCUPANCY SENSOR IN ACCORDANCE WITH 2O09 WASHINGTON STATE ENERGY CODE SECTION 1513. 22'-0" 17130" 14 15 16 22'-0" 22'-0" 22'-0" 22'-0" 22'-0" A CEILING I LIGHTING SYMBOLS & LEGEND 2' X 4' SUSPENDED AG0U5TIGAL TILE GEILIN6 NIGHT/PATHWAY L16HTINO 2' X 4' FLUORE5GENT L16HT EXIT ® LIGHTED EXIT 5167N Exl LIGHTED EXIT 516N WITH EMER6ENGY LIGHTING CC� EMERGENCY LIGHITING 17 — — t—� O 4 CV O (O M O REVIEINED FOR COME COMPLIANCE APPROVED I SEP 18 2015 City Of Tukwila BUILDING DIVISION O RECEIVED CITY OF TUKWILA SEP 1.0 2015 CEILING PLAN NOTES I. PLANS AND FIXTURES ARE L15TED FOR DE516N INTENT ONLY. FINAL FIXTURE 5GHEDULE AND LAYOUT PER ELEGTRIGAL DE516N BUILD DOGUMENT5. 2. PROVIDE EXIT 516NA6E PER IBG 1011. 516N5 SHALL BE ILLUMINATED AT ALL TIMES. PROVIDE BATTERY BACKUP POWER FOR I ILLUMINATION FOR MINIMUM OF a0 MINUTES. PROVIDE TAGTILE EXIT / 516N5 GOMPLYIN6 WITH IGG-AII-I.I-200a ADJACENT TO EACH STAIRWAY. 3. PROVIDE EXIT PATHWAY ILLUMINATION PER IBG SEGTION 1006. THE 1 POWER SUPPLY FOR THE MEAN5 OF ECRE55 ILLUMINATION SHALL BE i PROVIDED BY THE BUILDING POWER SUPPLY, AND WITH EMER6ENGY POWER SUPPLY. MEANS OF ECGRE55 ILLUMINATION SHALL BE PROVIDED AT. THE RATE OF I FOOT GANDLE AT FLOOR LEVEL. 4. PROVIDE E6RE55 ILLUMINATION AT THE EXTERIOR SIDE OF AL DASHED LINE INDICATES ACCESSIBLE EMERGENCY PATH EXIT DISCHARGE DOORS } SEE SHEET TA1.4 FOR EGRESS PATH Tr� CETE'5I IWrL"N 0 4 8 16 z4 L7x ALE: 1 /8" = P-0" Y j trz i{ G t,'.. u CA k6`. 1t ar. a 2 z ti s; 0` c ,. b0 cu m Y' ; • cuco t '♦ t? Y J: u v S co 4. ki ka' US •o z OR t l q � s in 7 rq Y 3 1 #� tt x cq f co 1 t E s u t}Yl ' ate LLJLn y 8k Fr { t tLLJE a P�in,:_. tF th t r En t #a sheet £h��4 TAI ;�� z in # §It a #12 PERIMETER HANGER WIRE ANCHORED TO STRUCTURE ABOVE @ IF HANGER WIRE IS OUT EACH MAIN BEAM OR CROSS TEE OF PLUMB GREATER THAN 1:6 COUNTER SPLAY PER ASTM C636 6 WALL WHICH PENETRATES CEILING GRID WALL EDGE MOLDING STABILIZER BAR SYSTEM TO KEEP PERIMETER COMPONENTS FROM SPREADING APART @ UNATTACHED WALLS ONLY. MAX. 8" TIGHT LOOP THROUGH HANGER HOLE & THREE TIGHT TURNS WITHIN 3" TOP TO BOTTOM) PER ASTM C636 MAIN BEAM OR CROSS TEE 0 0 0 CEILING GRID 7777 MIN.3/4" @ UNATTACHED WALLS MIN. 2" EDGE BRACING CEILING SEISMIC BRACING NO SCALE SUSPENDED CEILING ARE TO COMPLY WITH THE FOLLOWING CODES AND REGULATIONS: A. 2009 INTERNATIONAL BUILDING CODE (IBC) SECTION 803.9 B. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS) C635 AND ASTM C636 (REFERENCED IN IN 803.9). C. ASCE (AMERICAN SOCIETY OF CIVIL ENGINEERS) 7 SECTION 9.6.2.6 D. CISCA (CEILING & INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION) RECOMMENDATIONS FOR SEISMIC ZONES 3-4 REFERENCED IN ASCE - 7 SECTION 9.6.2.6.2.2 E. IBC 102.1 STATES "WHERE IN ANY SPECIFIC CASE, DIFFERENT SECTIONS OF THIS CODE SPECIFY DIFFERENT MATERIALS, =METHODS OF CONSTRUCTION OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE SHALL GOVERN. WHERE THERE IS A CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL BE APPLICABLE". F. PARTIAL LISTING OF REQUIREMENTS FOR SUSPENDED CEILINGS: • ONLY A HEAVY DUTY T-BAR GRID SYSTEM SHALL BE USED. ASTM - 7 SECTION 9.6.2.6.2.ITEM A. • WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE (WALL ANGLE) SHALL BE NOT LESS THAN 2 INCHES. ASTM - 7 SECTION 9.6.2.6.2.2 ITEM B. • ON TWO ADJACENT SIDES, THE GRID SHALL BE ATTACHED TO THE WALL ANGLE. POP RIVETS ARE ACCEPTABLE. ON THE OTHER TWO SIDES, THERE SHALL BE A %" INCH CLEARANCE BETWEEN THE ENDS OF THE GRID AND THE WALL. ASTM -7 SECTION • .STABILIZER BARS ARE REQUIRED TO PREVENT THE SPREAD OF MAIN BEAMS AND OR CROSS TEES. CISCA GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT HUNG SUSPENDED CEILING ASSEMBLIES, SEISMIC ZONES 3 & 4, MAY 2004, INSTALLATION SECTION, ITEM 4. • PERIMETER SUPPORT (TAIL) WIRES ARE REQUIRED WITHIN EIGHT INCHES OF THE WALL FOR ALL EDGES. CISCA GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT HUNG SUSPENDED CEILING ASSEMBLIES, SEISMIC ZONES 3 & 4, MAY 2004, INSTALLATION SECTION, ITEM 4. • VERTICAL HANGERS SHALL BE NO. 12 GAGE WIRE SPACED AT 4'-0" ON CENTER OR NO.10 GAGE WIRE SPACED AT 5'-0" ON CENTER ALONG EACH MAIN RUNNER. THREE WIRE TURNS REQUIRED WITHIN 1:6 OUT -OF -PLUMB UNLESS COUNTER -SLOPING WIRES ARE PROVIDED. • LATERAL BRACING IS REQUIRED. SPLAY WIRES PODS AT 12" MAX. O.C. AND 6-0" MAX. FROM WALLS. INSTALL TRULY COMPRESSIBLE (E.G. SPRING LOADED) STRUTS OR NO STRUTS AT ALL. RIGID STRUTS ARE NOT ALLOWED. CISCA GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT HUNG SUSPENDED CEILING ASSEMBLIES, SEISMIC ZONES 3 & 4, MAY 2004, " INSTALLATION SECTION, ITEM 3. • CEILINGS OVER 2500 SQ . FT. MUST HAVE SEISMIC SEPARATION JOINTS OR FULL HEIGHT WALLS THAT BREAK THE CEILING UP INTO AREAS NOT EXCEEDING 2500 SQ. FT. ASTM - 7 SECTION 9.6.2.6.2.2 ITEM D. • FOR CEILINGS WITHOUT RIGID BRACING, SPRINKLER HEAD AND OTHER PENETRATIONS SHALL HAVE A 2 INCH OVERSIZE RING, SLEEVE OF ADAPTER THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF A LEAST 1 INCH IN ALL DIRECTIONS; OR SPRINKLER HEAD EXTENSION TO HAVE A SWING JOINT THAT CAN ACCOMMODATE 1 INCH OF CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS. ASTM - 7 SECTION 9.6.2.6.2.2 ITEM E. • CHANGES IN CEILING PLAN ELEVATIONS SHALL BE PROVIDED WITH POSITIVE BRACING. ASTM - 7 SECTION 9.6.2.6.2,2 ITEM F. • CABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE SUSPENDED INDEPENDENTLY FROM THE CEILING. ASTM - 7 SECTION 9.6.2.6.2.2 ITEM G. #12 HANGER WIRE ANCHORED TO STRUCTURE ABOVE MAIN BEAM 2" SEISMIC JOINT CLIP EXPANSION SLEEVE CEILING EXPANSION JOINT EDGE BRACING ISOMETRIC STEEL STUD COMPRESSION POST / / I ONLY IF REQUIRED BY / I AUTHORITY HAVING JURISDICTION #12 HANGER WIRE TYP. , �Q �0 TIGHT LOOP THROUGH N ° HANGER HOLE & THREE \. TIGHT TURNS WITHIN 3" TOP TO BOTTOM) CROSS TEE MAIN CEILING. PER ASTM C635 BEAM PER ASTM C635 CEILING GRID SEISMIC BRACING 2 z" x 20 GA. METAL STUDS BRACES @ ATTACH 2 �" x 20 GA. 8'-0" O.C. (ALTERNATE DIRECTIONS) AT METAL STUDS BRACES ALL WALL LOCATIONS OVER 12'-0" LONG.. ATTACH 2%" x 20 GA. ATTACHED TO WOOD FLOOR STRUCTURE TO TOP TRACK W/ (2) - ABOVE METAL STUDS BRACES — FRAMING SCR S TO TOP TRACK W/ (2) METAL FRAMING HBO SCREWS 6" x 20 GA. CEILING / I MAKE NO ATTACHMENT OF JOISTS @ 24" O.C. W/ J GWB ROOM SIDE L WALL TO CEILING GRID ONLY SYSTEM (ALIGN JOISTS W/ WALL STUDS) EXIST. ACOUSTICAL TILE CEILING 2Y2" SOUND BATT INSULATION PER LOCATION SHOWN ON FLOOR PLAN 2Y" x 25 GA. METAL STUDS @ 24" O.C. WITH %" TYPE "X" GWB EACH SIDE WITH SOUND INSULATION PER FLOOR PLAN Y" DIA. x 1" POWDER ACTUATED FASTENERS @ 24" O.C. TYP. 4" RUBBER BASE EXIST. CONC. FLOOR SLAB TYP. DEMISING WALL @ FLOOR -1 1 /2" =1'-0" REVIEWED FOR CODE COMPLIANCE _ ^4, E-p d N I,aw` SEP 18 2O15 1 City Of Tukwila BUILDING DIVISION . 2 V x 20 GA. METAL STUDS BRACES @ 8'-0" O.C. (ALTERNATE DIRECTIONS) AT ALL WALL LOCATIONS OVER 12'-0" LONG. ATTACHED TO WOOD FLOOR STRUCTURE ABOVE MAKE NO ATTACHMENT OF WALL TO CEILING GRID SYSTEM EXIST. ACOUSTICAL TILE CEILING 2y" SOUND INSULATION PER FLOOR PLAN 2Y" x 25 GA. METAL STUDS @ 24" O.C. WITH %" TYPE "X" GWB EACH SIDE Y" DIA. POWDER ACTUATED FASTENERS @ 24" O.C. TYP. 4" RUBBER BASE EXIST. CONCRETE SLAB ON GRADE R E C E 11 0 CITY OF TUKWILA taw SEP 10 2015 PERMIT CENTER A TYP. OFFICE PARTITION @ FLOOR -1 1/2"11-011 s •� c�,{ rig; r�J� stfi� y� �t sus t =}t 'il �} ti 1 err t { tit {fk yt € 1 s4� yj1 Est t t rr} 77, tt1 v; � • � � 4jE � tf G S' lt� • � stay; 1 s Y., s r Yp Y t, tt r •� 2YJj �t ��s a in Ln t Ln y� F; t £y 03 } t 2 St; c1lUytiF m 1«�uj Ll y ;sryY { „S# Lin t cq �C SyY lyyl t,t Ld 4s5� r n � { ' lyl �rytsheet 4 r N yll TA48 R t'yf,t",