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Home My WebLink AboutPermit D13-079 - HOMESTREET BANK - TENANT IMPROVEMENTHOMESTREET BANK 16040 CHRISTENSEN RD SUITE 315 D13-079 City ofkukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-431-2451 Web site: httn://www.TukwilaWA.gov Parcel No.: 2523049039 Address: 16040 CHRISTENSEN RD TIIKW Suite No: Project Name: HOMESTREET BANK DEVELOPMENT PERMIT Permit Number: D13-079 Issue Date: 04/12/2013 Permit Expires On: 10/09/2013 Owner: Name: BRCP RIVERVIEW PLAZA LLC Address: 248 HOMER AVE , PALO ALTO CA 94301 Contact Person: Name: JOHN HIBBARD Address: 601 UNIVERSITY ST, STE 2000 , SEATTLE WA 98101 Contractor: Name: RAFN COMPANY Address: 1721 132ND AVE NE , BELLEVUE WA 98005-2250 Contractor License No: RAFNC**061J7 Lender: Name: HOMESTREET BANK Address: 601 UNIVERSITY ST , SEATTLE WA 98101 Phone: 206 264-4258 Phone: Expiration Date: 04/20/2014 DESCRIPTION OF WORK: TENANT IMPROVEMENT: DEMOLITION WORK, NEW INTERIOR PARTITIONS, DOORS, RELITES, LIGHTING AND FINISHES. NO STRUCTURAL WORK OR BULDING CORE MODIFICATIONS PROPOSED. Value of Construction: $240,000.00 Fees Collected: $4,338.89 Type of Fire Protection: SPRINKELRS/AFA International Building Code Edition: 2009 Type of Construction: VA Occupancy per IBC: 0008 Electrical Service Provided by: PUGET SOUND ENERGY **continued on next page** doc: IBC -7/10 D13-079 Printed: 04-12-2013 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Start Time: N Start Time: Volumes: Cut 0 c.y. Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: N Permit Center Authorized Signature: Private: Profit: N Private: Date: Size (Inches): 0 End Time: Fill 0 c.y. End Time: Public: Non -Profit: N Public: I hereby 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 e ormance of w,• . I any authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: t4-10 tilVV`k-r-‘‘7 Datet- / C Z/2.017 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING DEPARTMENT CONDMONS*** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non -building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. doc: IBC -7/10 D13-079 Printed: 04-12-2013 7: All construction shall be done in conformwith the approved plans and the requiremtkof the International Building Code or International Residential C , International Mechanical Code, Washingto to Energy Code. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: 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. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 12: 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). 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 14: 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. 15: ***FIRE DEPARTMENT CONDITIONS*** 16: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 17: 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, 3-2.1) 18: 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) 19: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 20: 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) 21: 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, 4-3, 4-4) 22: 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) 23: 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) 24: 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 1008.1.8.1) 25: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) doc: IBC -7/10 D13-079 Printed: 04-12-2013 26: Exits and exit access doors shall be m by an approved exit sign readily visible fr ny direction of egress travel. Access to exits shall be marked by re ly visible exit signs in cases where the exit o ate 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) 27: 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 1011.5.1) 28: 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 1006.1, 1006.2, 1006.3) 29: 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 1006.4) 30: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 31: Maintain sprinlder coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinlder heads. (IFC 901.4) 32: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13-8.6.5.3.3) 33: 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 sprinlder 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 sprinlder work shall commence without approved drawings. (City Ordinance No. 2327). 34: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 35: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 36: 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. (IFC 505.1) 37: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 38: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 39: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. doc: IBC -7/10 D13-079 Printed: 04-12-2013 CITY OF TUKJ _LA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.Qov Building Permit No. Project No. 17\99 -all Date Application Accepted: Date Application Expires: M 03 11 o4\ 01113 (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 Site Address: King Co Assessor's Tax No.: 2523049039 Riverview Plaza I, 16040 Christensen Road Tenant Name: HomeStreet Bank Suite Number: 315 Floor: 3 PROPERTY OWNER Name: Unico Properties Address: 16040 Christensen Road, suite 105 City: Tukwila State: WA zip: 98188 CONTACT PERSON — person receiving all project communication Name: John Hibbard Address: 601 University Street, Suite 2000 City: Seattle State: WA Zip: 98101 Phone: (206) 264-4258 Fax: (206) 621-2591 Email: john.hibbard@homestreet.com GENERAL CONTRACTOR INFORMATION Company Name: Rafn Address: 1721 132nd Avenue NE City: Bellevue State: WA zip: 98005 Phone: (425) 702-6600 Fax: (425) 702-9580 Contr Reg No.: RAFNC 061J7 Exp Date: Tukwila Business License No.: BUS -0100638 H.\Applications\Forms-Applications On Line \201 I Applications\Permit Application Revised - 8-9-11. docx Revised: August 2011 bh New Tenant: Yes ❑ ..No ARCHITECT OF RECORD Name: Homestreet Bank Company Name: EHS Design Company Name: Architect Name: Chris Hamilton Address: 821 2nd Avenue City: Seattle State: WA zip: 98104 Phone: (206) 223-4999 Fax: Email: chamilton@ehs-design.com State: ENGINEER OF RECORD Name: Homestreet Bank Address: 601 University Street Company Name: 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: Homestreet Bank Address: 601 University Street City: Seattle State: WA Zip: 98101 Page 1 of 4 BUILDING PERMIT INFORMATIn F206-431-3670. Valuation of Project (contractor's bid price): $ Z -'/O7 Oa . 0 01 Existing Building Valuation:. $ 4,814,300 Describe the scope of work (please provide detailed information): Tenant Improvement to include: Demolition work, new interior partitions, doors, relites. lighting and finishes. No structural work or building core modifications proposed. Will there be new rack storage? ❑ Yes Z.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below • Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I' Floor 17,103 2nd Floor 17,103 3rd Floor 17,103 4,444 0 0 V-A B Floors thru Basement Accessory Structure* Attached Garage Detached Garage • Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): • Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes j No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: El Sprinklers Z Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes No If `yes', attach list of materials and storage locations on a separate 8-1/2" x II " 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:Wpplicanons\Forms-Applications On Ltne12011 Applicahons\Permit Application Revised - 8-9-I l.docx Revised: August 2011 bh Page 2 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 ST TE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW ER !l' AUTH GEN Signature: �/ / ' ' Date: 03/08/2013 Print Name: >✓ Hibbard Day Telephone: (206) 264-4258 Mailing Address: 601 Union Street, Suite 2000 Seattle WA 98101 City State Zip H:\Applicauons\Forms-Applications On Lme\2011 ApplicauonsTermit Application Revised - 8-9-I I.docx Revised: August 2011 bh Page 4 of 4 • 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.TukwilaWA.gov RECEIPT Parcel No.: 2523049039 Permit Number: D13-079 Address: 16040 CHRISTENSEN RD TUKW Status: APPROVED Suite No: Applied Date: 03/08/2013 Applicant: HOMESTREET BANK Issue Date: Receipt No.: R13-01311 Initials: WER User ID: 1655 Payment Amount: $2,631.40 Payment Date: 04/12/2013 02:07 PM Balance: $0.00 Payee: HOMESTREET BANK TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 060615 ACCOUNT ITEM LIST: Description 2,631.40 Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $2,631.40 2,626.90 4.50 Ddn1e.4. AA 11 )A11 410 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.TukwilaWA.gov Parcel No.: 2523049039 Address: 16040 CHRISTENSEN RD TUKW Suite No: Applicant: HOMESTREET BANK RECEIPT Permit Number: D13-079 Status: PENDING Applied Date: 03/08/2013 Issue Date: Receipt No.: R13-00994 Payment Amount: $1,707.49 Initials: JEM Payment Date: 03/08/2013 11:38 AM User ID: 1165 Balance: $2,631.40 Payee: HOMESTREET BANK, SUSAN FERRIBY TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 033802 ACCOUNT ITEM LIST: Description 1,707.49 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 1,707.49 Total: $1,707.49 Printarl• (13_(1R_9(113 INSPECTION NO. INSPECTION RECORD Retain a copy with permit b1-615 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 IL. (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: #U/77gSif / AX Type of Inspection: 6)//127A16 — A/4l, Address: /6D '/)c'`//•wi..i c/ —t1 Date Called: X)5 Special Instructions: Date Wanted: 4; —//— /3 a m p.m. Requester: Phone No: 02o 5/Q- 294/9 akpproved per applicable codes. Corrections required prior to approval. COMMENTS: C L,)a /AG rid/e-le%«i 1 Gee2,,�r9/tC�4 or: Datg: //-1, ll 1./ REINSPECTION FEE EQUIRED. Pp or to next inspection, fee must be L fp id at 6300 Southcenter Blvd., S/to 100. Call to schedule reinspection. Inspe 1 .3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 I (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Pff ject: y Type of Inspection: E_,,,,Ltc i Co , L.6t4-7 ,' I rc _ .1.A.E.5 c r e of t 4-,t/K Address: 1 (oc�4f3 6,(t:sreAsery Date Called: Special Instructions: Date Wanted: ! r y 13 Qa.m.. p.m. Requester: Phone No: -- 14 (0-5 (so , .1.4 ,Approved per applicable codes. Corrections required prior to approval. COMMENTS: T� S ,% 600 Da e: /- INSPECTION FES REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 1)13-0-79 Project: (40 w1�S ; Rei t31 t.w Type of Inspection: S tl tai kMCt t U Ai ( Address: " 46046CHQ1svNs 'A1 Rb Date Called: Special Instructions: "� Date Wanted:.a�m� 5- '0-.1,.-2:3 p.m. Requester: Phone No:, oi.na-G--.10-2_ek-ol 11 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Of,7-AiarkeS (t, ; '‘N.C. r 2 ) � �C � tJ �p - i-+��re,,k--P Ow cl �� t W -- l t,,.fc.k-z J ,,,,L_ i c trirpecto Date: n ' EINSPECTION FEE REQUIRED. Prior to next inspection. fee must be Raid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 2 - INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION `.R- (206) 431-3670 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431-2451 Project: 1--Type PW1Fc iar of Inspection: , 7a i r u Address: I le '-!() (1 rl RIQIErtIseiki Pc pate Called. Special Instructions: Date Wanted:. 5 - 14— (5 rri p.m. Requester: ii r :,e,,,, 14 sil "+P Phone Na ao6,--5ted-2GId./ ❑ Approved per applicable codes. • ®Corrections required prior to approval. COMMENTS: r/r,i) ? t. e< - �X cO rq t 1. r Rt Stt hrtl�.s-� j� ba/' L i Gd ,vt Zr� bo C1oi/Pi 1)01. kj De ?el-iDo ✓ b Cc ,FP ' I vio od /.Ji J alert 4% r2 me k Pi .1,J4c,44/1 f" f Inspe`E or: A- lett %C,c.e Date REIN PECTION FEE REQUI D. Prio to next inspection, fee must be paid t 6300 Southcenter Bl d., Suite/100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 1D3-615 Project: t -i .ciQceT 1^1Nk' Type of Inspection: F1011,"1ti -6 Address: 1(6040 r_lRtsds Date Called: rz1 Special Instructions: Date Wanted:. Ca.m. S_ -3...-1S p.m. Requester !1GC'x A3 Fl G � G Phone Na (.1-' 'C'ska ''''.`6 I 0 — Z. A Li y Approved per applicable codes. [3`C rections required prior to approval. COMMENTS: C: ) OSE : ? (t% kJZGr✓1/4. — ('k. S 1✓ --_ v € 0 a-c�€_ — --4u. in../ AY. Fre c 4E.) be Cl cC if . spec, M+ " Date: -13 ri R 4SPECTION FEE REpUIRED. Prior to nejCt inspection. fee must be pa �at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. `INSPECTION RECORD Retain a copy with permit INSPECTION.NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 D=I3-o7, Project: yye., "r'ee. c i Type of Inspectiioo': '( PLt� tvvccj. Address: `fid %a C.M/IS/cnkr) a Date Called: 06/05/0 Special Instructions: Date Wanted:. 04 /O(o/ 3 .m. p.m. Requester: Phone No: X6510-- yV ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: 125 Date: r4 1,l , 1-7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 1(3_ )79 /3ocRy PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project:4-e 4/ env TypeSf Inspection c �� c k�u4"�.._ Hood & Duct: ddress: /6 0 7 0 Suite #: C(4' sf-Q,_,s.P� at Contact Person: Occupancy Type: Special Instructions: Phone No.: - )0I"' Approved per applicable codes. Corrections required prior to approval. COMMENTS: -- o f Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ^ tea,.-- Date: W/0 p3 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 6/11/10 .D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit D!3 -07i PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: 1-In»-aS#"teQ4- 204 Type of Inspection: Cover Fire Alarm: Hood & Duct: Address: / f Suite #: /g0 90 Cheid-eeiSev+ edi- ')ig Contact Person: Permits: Occupancy Type: Special Instructions: Phone No.: (j J Approved per applicable codes. Corrections required prior to approval. COMMENTS: o ` -/-o ccs v-2/ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 1E.. F74 c4 Date: c/26/i3 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 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER +1- INSPECTION RECORD Retain a copy with permit ' & ? PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: / )oro -e SIle,.� Rom A Type of Inspection: 1 Inver v Address: Suite #: /6510 cl,,; 5/,'V)sPk1 k201 Contact Person: Special Instructions: Phone No.: Approved per applicable codes. y. Corrections required prior to approval. COMMENTS: f/,4 ciejj Lid o,41 e,s3c4/46 Needs Shift Inspection: Sprinklers: f Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ()G cpi<- Lt Date: S—AS?-// g 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) 1 T.F.D. Form F.P. 113 • April 5, 2013 City of Tukwila Department of Community Development ATTN: Allen Johannessen, Plans Examiner Subject: Correction Letter #1 Development Permit Application Number D13-079 Homestreet Bank — 16040 Christensen Rd, Suite 315 ARCHITECTURE INTERIOR. OESIGN STRATEGIC PLANNING EHS Design EHS Architecture PROGRAMMING SPACE PLANNING (206) 433-7163 Below are (2) City Comments from the corresponding Building Division Review Memo with their corresponding response/explanation of revisions in [italic font]. 1. The occupant load for this space appears to exceed 46 as indicated on the Exiting Plan. The waiting area and conference room (areas) are considered "A" occupancies ancillary to the main ("B") occupancy, however the occupant load factors for those areas would be calculated at 15 occ. per sq. ft. per TABLE 1004.1.1 with concentrated tables and chairs. Provide a revised occupant load count and show the total square footage of the "A" occupied spaces and the "B" occupancy square footage totals. There are two exits already shown, therefore this is only to show two exits required instead of one with the revised occupant calculations. (IBC 508.2.2, TABLE 1004.1.1 & 303.1) Occupant load calculations revised, see sheet GS2.1 We have revised the door locations and swings to meet the occupant load. 2. If it is shown that the occupant load as indicated in item 1) exceeds 49 occupants where two exits are required, emergency illumination shall be required at the common path of egress leading to the two exits. If this be the case, provide notes: "Emergency illumination shall be provided along the common paths of egress and shall have at least an average 1 foot-candle and a minimum at any point of 0.1 foot candle measured along the path of egress at the floor level". (IBC 1006.1 & TABLE 1015.1) Illumination requirements as listed on sheet A2.1, General Note number 12. CORRE TION L?R# ti ET, N D coo O S N � N Cv m co c co 2D c co CO m CO N V -• W J co _SD co co O O CD co m F 206 223 4990 W ehs-design.com RECEIVED CITY OF TUKWILA APR 0 8 2013 PERMIT CENTER Additional revisions to drawing set included in this response: Sheet A2.1 - Key Notes -revised to reflect acceptance of alternate door pricing. This door, frame and relite are rated as noted on drawings; door -20 minute, relite-45 minute. Please call to discuss or if additional questions arise. Cliff Hasert (206) 223-4999 ext. 1264 List of revised & new sheets, dated 4/26/13, revision triangle "1" City/Owner Comments: • G2.1 • A2.1 • A2.2 PAGE 2 OF 2 RECEIVED CITY OF TUKWILA APR 0 8 2013 PERMIT CENTER March 27, 2013 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director John Hibbard 601 University Street, Ste 2000 Seattle, WA 98101 RE: Correction Letter #1 Development Permit Application Number D13-079 HomeStreet Bank — 16040 Christensen Rd, Ste 315 Dear Mr. Engert, 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 Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433-7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, 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) 431-3670. Sincerely, shall ician File No. DI3-07 sfba W.•IPermit CenterlCorrection Letters120131D13-079 Correction Letter #1.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Project Name: Homestreet Bank Permit #: D13-079 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (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) Structural Drawings and structural calculations sheets by a registered engineer shall have a current signed stamp -seal. Architectural design sheets and documents by a registered architect shall also have a current signed stamp -seal. 1. The occupant load for this space appears to exceed 46 as indicated on the Exiting Plan. The waiting area and conference room (areas) are considered "A" occupancies ancillary to the main ("B") occupancy, however the occupant load factors for those areas would be calculated at 15 occ. per sq. ft. per TABLE 1004.1.1 with concentrated tables and chairs. Provide a revised occupant load count and show the total square footage of the "A" occupied spaces and the "B" occupancy square footage totals. There are two exits already shown, therefore this is only to show two exits required instead of one with the revised occupant calculations. (IBC 508.2.2, TABLE 1004.1.1 & 303.1) 2. If it is shown that the occupant load as indicated in item 1) exceeds 49 occupants where two exits are required, emergency illumination shall be required at the common path of egress leading to the two exits. If this be the case, provide notes: "Emergency illumination shall be provided along the common paths of egress and shall have at least an average 1 foot-candle and a minimum at any point of 0.1 foot candle measured along the path of egress at the floor level". (IBC 1006.1 & TABLE 1015.1) Should there be questions concerning the above requirements, contact the Building Division at 206-431-3670. No further comments at this time. 1 PLAN REVIEW CHECKLIST - (Nonstructural) Permit App. D/3 — 79 By: IBC Edition a 9 & State Amend. Date: if -/0-4? Project title: fl-av,.(pf444% ,�aw +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Classify the building or portion thereof in accordance with Chapter 3 �--------Determine the type of construction of the building in accordance with Chapter 6. ?�' Determine if the location of building on the site and clearances to property lines and \ other buildings on the site plan are in accordance with code provisions. Review for conformity with General building height and area limitations in accordance with Chapter 5. 0. --Review for conformity with special detailed requirements based on use and Occupancy. (4;4—Review for conformity with Type of Construction requirements of Chapter 6. C' ---Review for conformity with Fire and Smoke protection features of Chapter 7. Review for conformity with requirements of interior finishes of Chapter 8. Review for conformity with requirements for fire protection systems of Chapter 9. —eview for conformity with requirements for means of egress requirements of Chapter 10 CO/review for conformity with requirements of accessibility in accordance with Chapter 11, and ICC A117.1 Review for conformity with Washington State Energy Code. ++++t+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ✓ In circle = topic has been reviewed for the application. X In circle = topic is not relevant to proposed scope of work. PS CO C• PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-079 DATE: 04-08-13 PROJECT NAME: HOMESTREET BANK SITE ADDRESS: 16040 CHRISTENSEN RD - SUITE 315 Original Plan Submittal Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: 4At4)(1Idinvisiondllg Di Public Works ❑ Fire Prevention Structural Planning Division ❑ Permit Coordinator u DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 04-09-13 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: Approved with Conditions DUE DATE: 05-07-13 Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 OPERMIT COORD C014111 PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-079 DATE: 03/08/13 PROJECT NAME: HOMESTREET BANK SITE ADDRESS: 16040 CHRISTENSEN RD, STE 315 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: A's &AV-4Y.?5414—t Building Division • M ‘3 Public Works Fire Prevention Structural Orb. 2-g. -1\v‘/.4-. ■ Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 03/12/13 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: TUESITHURS ROUTING: \IXPlease Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/09/13 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Ak Permit Center Use Only CORRECTION LETTER MAILED: Uzi ti'1ii Departments issued corrections: Bldg K Fire 0 Ping 0 PW 0 Staff Initials: • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 04/08/2013 Plan Check/Permit Number: D13-079 Response to Incomplete Letter # Response to Correction Letter # 1 Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: HomeStreet Bank Project Address: 16040 Christensen Rd, Ste 315 Contact Person: John Hibbard Summary of Revision: See attached letter, dated April 4, 2013. Phone Number: (206) 264-4258 Sheet Number(s): G2.1, A2.1, A2.2, and A6.4 "Cloud" or highlight all areas of revision including date o rev,' i Received at the City of Tukwila Permit Center by: N --Entered in Permits Plus on H:Wpplications\Forms-Applications On Line\2010 Applications\7-2010 - Revision Submittal.doc Revised: May 2011 II1V RECEIVED pR 0.8 20131 PI SPO CENTER Contractors or Tradespeople Pf er Friendly Page • General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name RAFN COMPANY UBI No. 600275503 Phone 4257026600 Status Active Address 1721 132Nd Ave Ne License No. RAFNC**061J7 Suite/Apt. License Type Construction Contractor City Bellevue Effective Date 4/27/1994 State WA Expiration Date 4/20/2014 Zip 980052250 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status JMRAFC*221J0 J M RAFN COMPANY Construction Contractor General Unused 4/20/1978 4/20/1994 Archived Business Owner Information Name Role Effective Date Expiration Date DANIEL M HENDRICKSON Agent 05/02/2012 Amount AMBREY, THOMAS J Chief Executive Officer 05/02/2012 GL0427715308 RHODE, SHAWN S President 05/02/2012 BEAULIEU, HEATHER R Vice President 05/02/2012 American Zurich Insurance Comp BOTTLES, M KIM Vice President 04/27/1994 RAFN, JACK M President 01/01/1980 05/02/2012 RAFN, MARILYN Secretary 01/01/1980 05/02/2012 AMBREY,TOMJR Treasurer 01/01/1980 05/02/2012 Bond Information Page 1 of 2 Bond Bond Company Name 4 TRAVELERS CAS & SURETY CO Bond Account Number Effective Date 081S103535374BCM 04/20/2002 Expiration Date Until Cancelled Cancel Date Impaired Date Bond Amount $12,000.00 Received Date 04/18/2002 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 23 Zurich American Ins Co GL0427715308 04/05/2013 04/05/2014 $1,000,000.00 04/04/2013 22 American Zurich Insurance Comp GL0427715307 04/05/2012 04/05/2013 $1,000,000.00 04/03/2012 21 Zurich American Ins Co GL0427715306 04/05/2011 04/05/2012 $1,000,000.00 04/01/2011 20 ZURICH AMERICAN INS CO GL0427715304 04/05/2007 04/05/2011 $1,000,000.00 04/02/2010 Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Printaspx 04/12/2013 !I`; HomeStreetBank® RIVERVIEW PLAZA 1, PARTIAL 3RD FLOOR - TENANT IMPROVEMENT TUKWILA, WA 98188 PROJECT DESCRIPTION AGENCYNOTES PROJECT TEAM O INDEXF DRAWINGS TENANT IMPROVEMENT TO INCLUDE: DEMOLITION WORK, NEW INTERIOR PARTITIONS, DOORS, RELITES, LIGHTING AND FINISHES. NO STRUCTURAL WORK OR BUILDING CORE MODIFICATIONS PROPOSED. EXISTING BUILDING OWNER'S REPRESENTATIVE ISSUED FOR PERMIT SET CONSTRUCTION TYPE: V-A (2009 IBC) UNICO PROPERTIES 16040 CHRISTENSEN ROAD, SUITE 100 SEATTLE, WA 98188 (TEL) 206-373-7137 (FAX) 206-373-7135 CONTACT: SHANNON GREEN EMAIL: SHANNONG@UNICOPROP.COM • ISSUED OCCUPANCY CLASSIFICATION: B (OFFICE) CHANGE OF USE: NO USE OFFICE AREA OF 3RD FLOOR TI 4,444 SF TENANT 0 ISSUED FOR REFERENCE DATE 03/07/2013 SITE AREA: 2.54 ACRES ZONING: TUC HOMESTREET BANK 2000 TWO UNION SQUARE CS1.1 COVER SHEET / INDEX OF DRAWINGS • FIRE PROTECTION: FULLY SPRINKLERED 601 UNION STREET SEATTLE, WA 98101 CS1.3 ABBREVIATIONS/ GENERAL NOTES/ SYMBOLS • BUILDING HEIGHTS: 3 STORY BLDG. NO CHANGE (TEL) 206-587-5006 BUILDING AREA: 48,990 SF NO CHANGE (FAX) 206-515-4040 CONTACT: JOHN HIBBARD GENERAL PROJECT REQUIREMENTS EMAIL: JOHN.HIBBARD@HOMESTREET.COM G2.1 FULL FLOOR PLAN AND KEY PLAN • FIRE RESISTIVE REQUIREMENTS: REQUIRED PROVIDED, SPRINKLER SUBSTITUTION FOR 1 -HR CONSTRUCTION ARCHITECT & INTERIOR DESIGNER ARCHITECTURAL DRAWINGS EXTERIOR BEARING WALL 1 0 INTERIOR BERING WALL 1 0 EHS DESIGN, INC. EXCHANGE BUILDING D2.1 PARTIAL 3RD FLOOR DEMOLITION FLOOR PLAN AND DEMOLITION REFLECTED CEILING PLAN • STRUCTURAL FRAME 1 0 821 2ND AVENUE, SUITE 400 A2.1 PARTIAL 3RD FLOOR PLAN • LEGALDESCRIPTION PARTITIONS -INTERIOR, NON -BRC. 1 0 SEATTLE, WA 98104 (TEL) 206-223-4999 A2.2 PARTIAL 3RD FLOOR REFLECTED CEILING PLAN FLOOR CEILINGS/FLOOR (FAX) 206-223-4990 A2.3 PARTIAL 3RD FLOOR COORDINATION PLAN • ADDRESS: 16040 CHRISTENSEN RD 98188 1 0 PARCEL #: 252304-9039 ROOF CELINGS/ROOF 1 0 CONTACT: JULIE KOCH A2.4 PARTIAL 3RD FLOOR FINISH PLAN AND FINISH SCHEDULE • LEGAL POR W H GILLIAM D C NO 40 & OF SW 1/4 OF SW 1/4 OF SEC 24-23-04 & OF GL 1 OF SEC EMAIL: JKOCH@EHS-DESIGN.COM A3.2 INTERIOR ELEVATIONS AND CASEWORK DETAILS • DESCRIPTION: 25-23-04 DAF - COMM NW COR OF PARCEL 2 OF CITY OF TUKWILA, SHORT PLAT NO 78 -16 RECORDING NO 7906050098 TH S 64-09-52 E 24.88 FT TAP OF CURVE TH ELY 168 APPLICABLE CODES: CONTRACTOR A6.4 PARTITION AND CEILING DETAILS • -SS FT ALG ARC OF TANGENT CURVE TO LFT RAD 935 FT THRU C/A 10-17-42 TO TPOB TH 2009 IBC WITH STATEWIDE AMMENDMENTS RAFN 1721 132ND AVENUE NE CONTG ELY 146.87 FT ALG ARC OF NON TANGENT CURVE TO LFT RAD 935 FT TH RADIUS PT BEARING N 15-32-26 E THRU C/A OF TAP ON SD CURVE TH N 06-34-56 ICC/ANSI A117.1-03 WITH STATEWIDE AMENDMENTS BELLEVUE, WA 09-00-01 E 66.28 FT TAP OF CURVE TH NELY 6.86 FT ALG ARC OF NON TANGENT CURVE TO RGT RAD 62 FT 2009 IMC WITH STATEWIDE AMENDMENTS (TEL) 425-702-6659 425-702-9580 RADIUS PT BEARING S 22-03-30 E THRU C/A OF 06-20-30 TAP OF REV CURVE TH NELY 25.15 FT ALG ARC OF TANGENT 20 FT THRU C/A 2009 IFC WITH STATEWIDE AMENDMENTS (FAX) CONTACT: MIKE HARNDEN EMAIL: MHARNDEN@RAFN.COM CURVE TO LFT RAD 72-03-23 TAP OF TANGENCY TH N 02-13-37 E .99 FT TH S 87-46-23 E 6.67 FT TH N 02-13-37 E 106.77 FT TH N 2009 IPC WITH STATE WIDE AMENDMENTS 71-04-07 E 51.22 FT TH N 48-35-00 E 60.21 FT TH S 89-47-00 E 110 FT TH N 48-19-41 E 55 FT S 2009 WASHINGTON STATE ENERGY CODE TH 41-40-19 E 48.19 FT TH S 29-47-54 E 49.69 FT TH S 03-44-56 W 40.48 FT TH S 24-03-53 W 48.37 FT TH S 39-19-22 W 62.85 FT TH S 32-31-34 W 59.80 FT TH S 35-18-26 W 59.79 FT TH 2009 IEBC WITH STATEWIDE AMENDMENTS FOUND IN THE IBC SITE MAP 0 S 39-40-01 W 63.82 FT TH S 40-00-29 W 66.84 FT TH S 29-07-34 W 35.76 FT TH S 31-16-45 W 2008 NEC (NFPA 70) 11.29 FT TH N 77-25-04 W 105.59 FT TH N 12-34-56 E 28 FT TH N 77-25-04 W 30.59 FT TAP OF CURVE TH SWLY 52.96 FT ALG ARC OF NON TANGENT CURVE TO RGT RAD 320 FT RADIUS -- FILECOPY PT BEARING N 69-42-59 W THRU C/A 09-28-59 TAP OF TANGENCY TH S 29-46-00 W 49.36 FT SUITE LOCATION SEPARATE PERMIT REQUIRED FOR: �« -' C7PIu �$\-- CI Tukwila 7 =--- ;' ( ,,.---"-��4 /�'� _ ' . .. , ,�� ` �' ; ��\� ,'� 1 `, � -�h - ,`%' f 0 P•rr�t No. p t114 07 Man srview approval is to errors and t E`+';' "' of C�S�n dQt� 8 notaU Z \. tr►C _, : 3;at;on of ; , . ,,, .; . Receipt " . . V \ �provedF'.a, r, .�s� , .. ill-�, . :.,_, ' C ti. ~\,� REVIEWED FOR CODE COMPLIANCE APPROVED APR 1 1 2013 �` viie_ Ciity of Tukwila BUILDING DIVISION TH N 60-14-00 W 17.19 FT TH S 89-46-00 W 24.61 FT TH S 00-14-00 E 8.50 FT TH S 89-46-00 W 29.50 FT TH N 00-14-00 W 144.50 FT TH S 89-46-00 W 29.50 FT TH N 00-14-00 W 34 FT TH N 16-05-55 E 20.97 FT TAP OF CURVE TH SELY 9.43 FT ALG ARC OF NON TANGENT CURVE TO LFT RAD 968.50 FT RADIUS PT BEARING N 16-05-55 E THRU C/A 00-33-29 TAP ON SD CURVE TH N 15-32-26 E 33.50 FT TO TPOB LESS POR LY WITHIN 30 FT CITY OF SEATTLE P L R/W - AKA REVISED LOT 1OFCITY BDRY LN ADJ NO 81-40BLA R OF TUKWILA RECORDING NO 8112160540 REVISING CITY OF TUKWILA BDRY LN ADJ NO 81-1 BLA RECORDING NO 8102050389 Bt,ill.. I G DIVISION r _� LOCATION MAP AERIAL MAP � • ;=�� \\ \ CITY \ __ , \--:\ . . __ ji _-__ -.-_ __ -_-:--1 /� ,..,�.� t1= ' } \ ILD 1G DIVISION RECEIVED x -,•,. C17Y OF TUK�NILA C �� '� ,„,,,,,, MAR 0 8 2013 _ __,I _,,,, --, - PERMIT C EN _ --' WORK AREA •..,, ,. 8.;889;, =e._rFC „ f,„,i, - r z a WORK AREA r . t w.. ,b , W f` ter,'' "' 3..,. , : ; r r.� x4¢ r, rc ea .. r �1.`g s ` ' a � w Y fix" �ges � ��' ,., � � '£ \ _ I _ _T-_---->-- {/ l-- ARS III 7 � \ -.. M1 M1 y � � �,.__...-^. tom'.- .\ I j/ %tvi �L _- ?� (1 ^�. "'-- � 7 (IL I I I '� , \ ♦ . a \ jI 1 iY 1 4 ll // - �1 1 �I.�1 r 111 1. /-''. 11ii iiili I Iiliiili i'L1I[HIII1HHIJ1HILHHHHIHd1 ' -Illi1IIIIC111 tHiTillillr 11111111WILI (II 11111/11 I li Li ,� 1 11111 - _1' i^ (1: 1 /l I1I .ill 11.11111 f 1 11111 I 1 l� [ 111 ? 111 111 � I L rte, 11111111 TTT 1 I Ii11� I1 III T� _ 1 � 111111111 1 I1 111 111 1 lI1111 I 1I} L i = 1 jf/j/ /J( ^ / LIlli 1 I1T15i1ii111il! 111T11IR, I1 111111111 1 1 �I I 111111111i,H1111 Ii 11 SIL 1 ,-;11111 1 II 1 151,I111111w1111 I 1 l ,111111111 1 A n No changes Il be m sha � made # hoot p Scop@ 0 1 of t �� prova c � �+ nor approval Tuhvila Building Division. i �'OT : Rucks uKe a Plan submittal p�s,.� r.._,w : ,-4..t,. _ � REIN W a � �' I re, �� oi 01 ,ri.ilpan revtew fees. ehs RESIGN EXCHANGE BUILDING 821 2ND AVENUE, SUITE 400 SEATTLE, WA 98104 T 206. 223. 4999 TF 800.897.4999 F 206. 223. 4990 www.ehs-design.com OPEN COLLABORATION CREATIVE APPROACH SAVVY SOLUTIONS INNOVATIVE DESIGN SERIOUS FUN SEAL 4705 CONSULTANT PROJECT NAME HomeStreetBankR RIVERVIEW PLAZA 1 PARTIAL 3RD FLOOR TENANT IMPROVEMENT 16040 CHRISTENSEN ROAD SUITE 315, 316 & 330 TUKWILA, WA 98188 MARCH 07, 2013 NO. DATE DRAWING ISSUANCE DESCRIPTION PERMIT SET DRAWING HISTORY PROJECT NUMBER: TEAM: INFORMATION 1589.190 JK,CH, IB DRAWING TITLE COVER SHEET/ INDEX OF DRAWINGS cs1.1 DRAWING NUMBER 0 EHS Design, Inc. ABBREVIATIONS GENERAL NOTES AB ANCHOR BOLT AC ACCS ADA ADJ AFF ALUM ALT ANOD APC APPROX ARCH AT ATC AWP B BO BD BLDG BLKG BM BOT B/S BSMT BU CAB CG CJ CL CLR CLG CLOS CMU CONC COL CONST CONT CORR CPT CT CUFT CUYD CWL DEMO DF DIA DIM DN DR DS DW DWG EA EIFS EJ ELEC EL ELEV EQ EQUIP EXIST EXP EXT FD FDN FE FEC AIR CONDITIONING ACCESSIBLE AMERICANS WITH DISABILITIES ACT ADJUSTABLE ABOVE FINISH FLOOR ALUMINUM ALTERNATE ANODIZED ACOUSTICAL PANEL CEILING APPROXIMATE ARCHITECT/ARCHITECTURAL ARCHITECTURAL TRIM ACOUSTICAL TILE CEILING ACOUSTICAL WALL PANEL BASE BOTTOM OF BOARD BUILDING BLOCKING BEAM BOTTOM BUILDING STANDARD BASEMENT BUILT UP CABINET CORNER GUARD CONTROL JOINT CENTER LINE CLEAR CEILING CLOSET CONCRETE MASONRY UNIT CONCRETE COLUMN CONSTRUCTION CONTINUOUS CORRIDOR CARPET CERAMIC TILE CUBIC FOOT CUBIC YARD COLD WATER LINE DEMOLITION DRINKING FOUNTAIN DIAMETER DIMENSION DOWN DOOR DOWNSPOUT DISHWASHER DRAWING EACH EXTERIOR INSULATION & FINISH SYSTEM EXPANSION JOINT ELECTRICAL ELEVATION (HEIGHT) ELEVATION (VIEW) ELEVATOR EQUAL EQUIPMENT EXISTING EXPANSION EXTERIOR FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FF FINISH FACE FIN FINISH FLUOR FLUORESCENT FLR FLOOR FO FINISHED OPENING FOC FACE OF CONCRETE FOF FACE OF FINISH FOS FACE OF STUD FOIC FURNISHED BY OWNER & INSTALLED BY CONTRACTOR FOTO FURNISHED BY OWNER & INSTALLED BY OWNER FOIT FURNISHED BY OWNER & INSTALLED BY TENANT FTIC FURNISHED BY TENANT & INSTALLED BY CONTRACTOR FTIT FURNISHED BY TENANT & INSTALLED BY TENANT FP FIREPROOFING FT FOOT/FEET FRP FIBER REINFORCED PANEL FRT FIRE RETARDANT TREATED FTG FOOTING GALV GA GC GFRC GL GLB GND GP GWB GYP HC HB HD HDR HDWR HDWD HM HORIZ HR HT HVAC HW HWL ID IN INCAN INCL INSUL INT JAN JT JST LAV LF LT LTG MAS MAX MDF MDO MECH MEMB MFR MIN MISC GALVANIZED GAUGE GENERAL CONTRACTOR GLASS FIBER REINFORCED CONCRETE GLASS/GLAZING GLU-LAM BEAM GROUND SPECIALTY GLASS PANEL GYPSUM WALLBOARD GYPSUM HOLLOW CORE HOSE BIB HEAVY DUTY HEADER HARDWARE HARDWOOD HOLLOW METAL HORIZONTAL HOUR HEIGHT HEATINGNENTILATION/ AIR-CONDITIONING HOT WATER HEATER HOT WATER LINE INSIDE DIAMETER INCH/INCHES INCANDESCENT INCLUDE INSULATION INTERIOR JANITOR JOINT JOIST LAVATORY LINEAL FEET LIGHT LIGHTING MASONRY MAXIMUM MEDIUM DENSITY FIBERBOARD MEDIUM DENSITY OVERLAY MECHANICAL MEMBRANE MANUFACTURER MINIMUM MISCELLANEOUS MTD MTL MW MO N/A NIC NO NOM NTS OA OC OD OH OPNG OPP PL PLYWD PP PR PSF PSI PT PRPT PVMT R RA RD RAD REF REINF REFL REQ RF RM RO RES REV RF SC SCHED SCS SDT SECT SHT SHTG SIM SM SOG SP SPEC SQ SF SS SST ST STL STD STOR STRUCT SUSP SY SV T TEL THK T&G MOUNTED METAL MICROWAVE MASONRY OPENING NOT APPLICABLE NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE OVERALL ON CENTER OUTSIDE DIAMETER OVER HEAD OPENING OPPOSITE PROPERTY LINE PLYWOOD PLASTIC PANEL PAIR POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PAINT PARAPET PAVEMENT RISER RETURN AIR ROOF DRAIN RADIUS REFRIGERATOR REINFORCING REFLECTED REQUIRED RESILIENT FLOORING ROOM ROUGH OPENING RESILIENT REVISION/REVERSE RESILIENT FLOOR SOLID CORE SCHEDULED SPECIALTY CEILING SYSTEM STATIC DISSIPATIVE TILE SECTION SHEET SHEATHING SIMILAR SHEET METAL SLAB ON GRADE SPECIALTY PANEL SPECIFICATION SQUARE SQUARE FEET SOLID SURFACE STAINLESS STEEL STONE STEEL STANDARD STORAGE STRUCTURES/STRUCTURAL SUSPENDED SQUARE YARDS SHEET VINYL TEMPERED, TREAD TELEPHONE THICK TONGUE AND GROOVE TYP TYPICAL TBD TO BE DETERMINED UNO UNLESS NOTED OTHERWISE UTIL UTILITY VCT VENT VER VERT VEST VIF W/ WC WD WF W/O WP WOM WR WT WWR VINYL COMPOSITION TILE VENTILATION VERIFY VERTICAL VESTIBULE VERIFY IN FIELD WITH WALL COVERING WOOD WINDOW FILM WITHOUT WATERPROOF WALK -OFF MAT WATER RESISTANT WEIGHT, WINDOW TREATMENTS WELDED WIRE REINFORCING SYMBOLS ROOM REFERENCE DOOR WINDOW TYPE WALL TYPE KEY NOTES EQUIPMENT EXTERIOR ELEVATION INTERIOR ELEVATION BUILDING SECTION WALL SECTION DETAIL PLAN DETAIL CEILING CALL -OUT ROOM 101 El APC -1 +10'-0" AFF MATCH LINE MATCHLINE A -A REVISION FINISH START POINT ELEVATION 05T -9i) (RB -1) CPT -1 SHEET DESIGNATION 2. DISCIPLINE DESIGNATOR 15 SHEET TYPE SUBSET SEQUENTIAL SHEET/ FLOOR NUMBER SHEET TYPE DESIGNATOR (PLAN, ELEV., SECT., DETAIL) A. GENERAL REQUIREMENTS 1. COMPLIANCE WITH THESE NOTES ARE REQUIRED WHERE THEY OCCUR IN PROJECT SCOPE. ADDITIONAL GENERAL NOTES ARE PROVIDED ON CONSTRUCTION SHEETS. B. CODES 1. THE CURRENT APPLICABLE "INTERNATIONAL BUILDING CODE" AND ALL OTHER APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION SHALL GOVERN DESIGN AND CONSTRUCTION. IN CASE OF ANY CONFLICT WHEREIN THE METHODS OR STANDARDS OF INSTALLATION OF THE MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAWS OR ORDINANCES SHALL GOVERN. NOTIFY THE ARCHITECT OF ALL CONFLICTS. C. THE DRAWINGS & SPECIFICATIONS 1. ALL WORK IS NEW UNLESS INDICATED OTHERWISE. 2. DOORS AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS OR DETAILS ARE TO BE LOCATED 6" FROM THE ADJACENT WALL OR CENTERED BETWEEN WALLS. 3. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 4. THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE A COMPLETE LIST. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. 5. THE PROCEDURES AND TERMS OF SHOP DRAWING SUBMITTAL SHALL BE PER THE LATEST EDITION OF THE "A.I.A. GENERAL CONDITIONS OF THE CONTRACT." A FORM FOR PRODUCT SUBSTITUTION REQUESTS CAN BE OBTAINED FROM THE ARCHITECT. D. DIMENSIONS 1. THE CONTRACTOR SHALL FOCUS SPECIAL ATTENTION ON A FIELD REVIEW OF THE EXISTING CONDITIONS PRIOR TO CONSTRUCTION. ANY CONDITIONS THAT ARE FOUND TO BE INCONSISTENT WITH THE DOCUMENTS OR WHERE THE INTENT IS IN DOUBT, SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR RESOLUTION. 2. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL USE DIMENSIONS SHOWN ON THE DRAWINGS AND ACTUAL FIELD MEASUREMENTS. NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. NOTE THAT DIMENSIONS ARE TO FACE OF EXTERIOR CONCRETE WALL. EXTERIOR COLUMN AND FACE OF FINISH OR CENTER LINE OF INTERIOR STRUCTURAL COLUMN UNLESS OBVIOUSLY SHOWN OR MARKED OTHERWISE. E. COORDINATION 1. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION AND COORDINATION WITH OTHER CONTRACTORS TO SECURE COMPLIANCE OF DRAWINGS AND SPECIFICATIONS, AND THE ACCURATE LOCATION OF OPENINGS FOR MECHANICAL, ELECTRICAL, AND MISCELLANEOUS EQUIPMENT. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR THE JOINING OF HIS WORK TO THE WORK OF OTHER TRADES. F. EXITS 1 ALL EXITS SHALL BE OPERABLE FROM INSIDE WITHOUT A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT, AND SHALL BE EQUIPPED WITH PANIC HARDWARE WHERE REQUIRED AND INDICATED. 2 ALL THRESHOLDS ARE 1/2" ELEVATION CHANGE MAX. 3. ALL EXIT SIGNS SHALL HAVE LETTERS SIX (6) INCHES HIGH MINIMUM, AND SHALL CONFORM WITH APPLICABLE CODES. G. GENERAL CONSTRUCTION 1. THE CONTRACTOR SHALL INVESTIGATE AND VERIFY LOCATIONS OF MECHANICAL AND ELECTRICAL ELEMENTS AND OTHER EXISTING CONDITIONS. NOTIFY ARCHITECT OF ANY CONFLICTS PRIOR TO BEGINNING WORK. 2. THE CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF ALL OPENINGS FOR MECHANICAL EQUIPMENT WITH THE MECHANICAL CONTRACTOR AND APPROVED SHOP DRAWINGS. THE CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF ALL MECHANICAL EQUIPMENT PADS, BASES AND MOUNTING DEVICES AS WELL AS POWER, WATER OR DRAIN INSTALLATION WITH EQUIPMENT MANUFACTURERS PRIOR TO BEGINNING WORK. 3. THE CONTRACTOR SHALL KEEP AREAS UNDER CONSTRUCTION CLEAR OF DIRT AND DEBRIS CAUSED BY DEMOLITION AND SHALL STORE CONSTRUCTION MATERIALS AND EQUIPMENT IN AREAS DESIGNATED BY THE OWNER. 4. ALL EXTERIOR WALL OPENINGS, FLASHING, COUNTER FLASHING AND EXPANSION JOINTS SHALL BE CONSTRUCTED IN SUCH A MANNER AS TO MAKE THEM WEATHERPROOF. THE JUNCTION OF THE ROOF AND VERTICAL SURFACES SHALL BE FLASHED AND COUNTER FLASHED IN A MANNER TO MAKE THEM WATERPROOF. 5. VERIFY LOCATION OF FANS, GRILLES, ETC. AT BUILDING EXTERIOR WITH ARCHITECT. 6. PROVIDE GALVANIC INSULATION BETWEEN DISSIMILAR METALS. STAIRS OR LADDERS USED ONLY TO ATTEND EQUIPMENT SHALL COMPLY WITH OSHA REGULATIONS. 7. SLOPE ENTIRE FLOOR IN ROOM TO DRAIN WHERE FLOOR DRAINS OR FLOOR SINKS OCCUR. 8. ALL PARTITIONS EXTEND TO UNDERSIDE OF STRUCTURE ABOVE, UNLESS NOTED OTHERWISE. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL BLOCKING FOR ALL WALL AND CEILING MOUNTED ITEMS, INCLUDING HARDWARE, LIGHTING FIXTURES, GRAB BARS AND N.I.C. INTERIOR MILLWORK. PROVIDE SHEET METAL REINFORCING (8" HORIZONTALLY MOUNTED STRIP OF 20GA. GALVANIZED SHEET METAL) IN PARTITIONS FOR INSTALLATION OF WALL HUNG CABINET WORK AND PANELING WHERE INDICATED ON DRAWINGS, INCLUDING ALL OWNER PROVIDED ITEMS. 10. THE CONTRACTOR SHALL PROVIDE HOISTING FOR ITEMS FURNISHED BY OTHERS. ALL FOIC ITEMS ARE TO BE DELIVERED BY OWNER TO DESIGNATED AREA FOR HOISTING. 11. ALL FRAMING LUMBER, PLYWOOD AND CONCEALED WOOD SHALL BE FIRE RETARDANT TREATED (FRT). 12. THE CONTRACTOR SHALL GUARANTEE ALL WORK AGAINST FAULT OF ANY MATERIAL OR WORKMANSHIP FOR A PERIOD OF NOT LESS THAN ONE YEAR AFTER COMPLETION AND ACCEPTANCE FAULTY WORK SHALL BE REPLACED OR REPAIRED AT CONTRACTOR'S EXPENSE. H. FIRE PROTECTION 1. FIRE EXTINGUISHERS ARE TO BE FURNISHED AND INSTALLED BY THE GENERAL CONTRACTOR. PLACEMENT, LOCATION AND NUMBER OF EXTINGUISHERS IS TO BE CONFIRMED BY FIRE CODE OFFICIALS. 2. FIRE HYDRANTS ARE TO BE INSTALLED PRIOR TO ABOVE GROUND CONSTRUCTION. 3. PLACEMENT OF REQUIRED FIRE ALARM DEVICES (HORNS, STROBES, ETC.) SHALL BE COORDINATED W/ ARCHITECT PRIOR TO INSTALLATION. THE GENERAL CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR REVIEW. I. GLAZING 1. THIS PROJECT CONTAINS GLAZING THAT IS SUBJECT TO FEDERAL GLAZING STANDARDS, IN ADDITION TO ALL CODE REQUIREMENTS. GLAZING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO ALL STANDARDS AND CODE REQUIREMENTS, AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO START OF CONSTRUCTION. 2. ALL GLASS AT DOORS AND RELITES SHALL BE TEMPERED SAFETY GLAZING. J. FINISHES 1. SAMPLES OF ALL FINISH MATERIALS AND PAINT COLORS SPECIFIED SHALL BE SUBMITTED FOR APPROVAL TO THE ARCHITECT PRIOR TO THE COMMENCEMENT OF WORK. REFER TO SPECIFICATIONS. 2. THERE SHALL BE NO EXPOSED PIPE, CONDUITS, DUCTS, VENTS, ETC. ALL AND LINES SHALL BE CONCEALED OR FURRED AND FINISHED UNLESS NOTED AS EXPOSED CONSTRUCTION ON THE DRAWINGS. 3. OFFSET STUDS WHERE REQUIRED, SO FINISH WALL SURFACE WILL BE FLUSH UNLESS NOTED OTHERWISE. PROVIDE FURRING AT EXISTING PARTITIONS AS REQUIRED TO INSTALL ELECTRICAL ITEMS INDICATED IN THE DRAWINGS. 4. ALL FINISH MATERIALS SHALL COMPLY WITH THE FLAME SPREAD CLASS AS IDENTIFIED IN IBC TABLE 803.9. 5. WHERE COLUMNS OCCUR IN AREAS SCHEDULED TO BE FINISHED, THEY SHALL RECEIVE THE SAME FINISH AS THE ROOM UNLESS NOTED OTHERWISE. 6. THE CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR THE ARCHITECTS APPROVAL PRIOR TO MANUFACTURE OF ANY CABINET WORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION. 7. PROVIDE LEVEL -4 FINISH ON ALL EXPOSED SURFACES, TYPICAL, UNO. K. PLUMBING/ELECTRICAUMECHANICAL 1. ELECTRICAL/TELEPHONE OUTLETS SHALL BE MOUNTED VERTICALLY AT +18" UNLESS OTHERWISE NOTED. 2. ALL PLUMBING PIPES IN WALLS SHALL HAVE ACOUSTICAL INSULATION. 3. MECHANICAL CONTRACTOR SHALL PROPOSE LOCATIONS OF ALL THERMOSTATS AND OBTAIN APPROVAL FROM ARCHITECT. 4. COORDINATE ALL JUNCTION BOX AND OUTLET LOCATIONS WITH CASEWORK CONTRACTOR. ALL JUNCTION BOXES, FLEXIBLE CONDUITS, OUTLET BOXES, RECEPTACLES, LIGHTS AND ALL OTHER ELECTRICAL COMPONENTS REQUIRED FOR POWER AND LIGHTING WITHIN CASEWORK ITEMS ARE FURNISHED AND INSTALLED BY THE GENERAL CONTRACTOR. GENERAL CONTRACTOR IS TO CONTACT THE CASEWORK SHOP DRAWINGS TO VERIFY THE LOCATION, TYPE AND QUANTITY OF CONNECTIONS REQUIRED FOR ALL CASEWORK ITEMS AND TO SUPPLY ALL MATERIALS, PERMITS, AND LABOR REQUIRED TO COMPLETE ELECTRICAL CONNECTIONS TO CASEWORK ELECTRICAL ITEMS. 5. THE CONTRACTOR IS TO COORDINATE WITH TENANT SUPPLIED SECURITY DATA WIRING, EQUIPMENT AND ACCESSORIES TO INCLUDE BUT NOT LIMITED TO: CONDUIT AND J -BOX LOCATIONS AND POWER REQUIREMENTS. 6. THE CONTRACTOR IS TO COORDINATE WITH TENANT SUPPLIED FURNITURE SYSTEMS TO INCLUDE BUT NOT LIMITED TO: ELECTRICAL AND DATA WIRING LOCATIONS, J -BOX LOCATIONS, CONNECTIONS AND WALL MOUNTING REQUIREMENTS. 7. GENERAL CONTRACTOR TO X-RAY OR USE GROUND PENETRATING RADAR TO VERIFY CONCRETE SLAB CLEARANCES FOR PENETRATIONS. L. ACCESSIBILITY SIGNAGE 1. ALL SIGNAGE SHALL COMPLY, AS REQUIRED WITH THE ICC/ANSI 117.1 REVIEWED FOR CODE COMPLIANCE APPROVED APR 11 2013 City of Tukwila BUILDING DIVISION D t 3-07 q RECEIVED CITY OF TUKWILA MAR 0 8 2013 PERMIT CENTER ehs DESIGN EXCHANGE BUILDING 821 2ND AVENUE, SUITE 400 SEATTLE, WA 98104 T 206.223.4999 TF 800. 897. 4999 F 206. 223. 4990 www.ehs-design.com OPEN COLLABORATION CREATIVE APPROACH SAVVY SOLUTIONS INNOVATIVE DESIGN SERIOUS FUN SEAL CONSULTANT PROJECT NAME ITI ; RIVERVIEW PARTIAL TENANT 16040 SUITE TUKWILA, MARCH NO. HameStreet 3RD IMPROVEMENT CHRISTENSEN 315, 316 WA 07, 2013 DATE Bank, PLAZA 1 FLOOR ROAD & 330 98188 DRAWING ISSUANCE PERMIT SET DRAWING HISTORY DESCRIPTION PROJECT TEAM: ABBREVIATIONS/ GENERAL SYMBOLS CSI.3 NUMBER: NOTES/ INFORMATION 1589.190 JK,CH, IB DRAWING TITLE DRAWING NUMBER 3 © EHS Design, Inc. RECEPTION/ 1 WAITING LIFE SAFETY / EXITING PLAN OFFICE OFFICE OFFICE OFFICE OFFICE Scale: 3/32" = 1'-0" 2009 IBC MEANS OF EGRESS ILLUMINATION 1006.4 Performance of system. Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle and a minimum at any point of 0.1 foot-candle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ration of 40 to 1 shall not be exceeded. 2009 IBC MEANS OF EGRESS ILLUMINATION 1006.1 Illumination required. The means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. 1006.2 Illumination level. The means of egress illumination level shall not be Tess than 1 foot-candle at the walking surface. 1006.3 Illumination emergency power. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate the following areas: 1. Aisles and unenclosed stairways of rooms that require two or more means of egress. 2. Corridors, exit enclosures and exit passageways... 3. Exterior egress components... 4. Interior exit discharge elements... 5. Exterior landings...for exit discharge doorways... HS STANDARD GENERAL NOTES 1. PER 2009 IBC SECTION 1008.1.1, CLEAR WIDTH OF DOORS SHALL BE A MINIMUM OF 32". A 2'-10" DOOR WITH 5/8" STOPS PROVIDES 32.75" CLEAR WIDTH AND SHALL BE NOTED AS 32" CLEAR WIDTH MINIMUM DOOR. 2. MAXIMUM WIDTH OF A SWINGING DOOR LEAF SHALL NOT EXCEED 48" NOMINAL. 3. THE MINIMUM HEIGHT OF DOOR OPENINGS SHALL NOT BE LESS THAN 80". FIRE EXTINGUISHER REQUIREMENTS: SELECTED: 2A:10B:C EXTINGUISHER SHALL BE MOUNTED IN CONSPICUOUS LOCATION. THE BOTTOM OF FE SHALL NOT TO BE MORE THAN 36" AFF. PROVIDE SIGN ABOVE THE EXTINGUISHER. LEGEND NO WORK THIS AREA AREA OF WORK OCCUPANCY CALCULATIONS TI SQUARE FOOTAGE: OFFICE: 3789 SF / 100 (OCC LOAD FACTOR) = 38 RECEPTION: 370 SF/15 (OCC LOAD FACTOR)= 25 CONFERENCE:360 SF/15(OCC LOAD FACTOR)= 24 TOTAL OCCUPANTS: 87 2 EXIT REQUIRED; 2 -EXITS PROVIDED. - UILDIN IS SPRINKLED, THERE ORE MAX ` EL DISTANCE TO EXIT IS 300 SF MAX DISTANCE TO COMMON PATH OF TRAVEL = 100 FT NO CHANGE IN OCCUPANCY TYPE KEYNOTES O PRE -FINISHED WHITE SEMI -RECESSED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER O MAXIMUM DISTANCE TO EXIT STAIR #1 = 130'-7" O MAXIMUM DISTANCE TO EXIT STAIR #2 = 126'-2" ® DISTANCE TO EXIT STAIR #2 =113'-1" O DENOTES COMMON PATH OF TRAVEL © DISTANCE TO COMMON PATH OF TRAVEL = 52'-9" O DISTANCE TO COMMON PATH OF TRAVEL = 20'-11" cO!y 't TION tTR# REVIEWED FOR CODE COMPLIANCE APPROVED APR 11 2013 • City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 032013 PERMIT CENTER ehs DESIGN EXCHANGE BUILDING 821 2ND AVENUE, SUITE 400 SEATTLE, WA 98104 T 206.223.4999 TF 800.897.4999 F 206. 223. 4990 www.ehs-design.com OPEN COLLABORATION CREATIVE APPROACH SAVVY SOLUTIONS INNOVATIVE DESIGN SERIOUS FUN SEAL 4705 CONSULTANT PROJECT NAME HomeStreet Bank RIVERVIEW PLAZA 1 PARTIAL 3RD FLOOR TENANT IMPROVEMENT 16040 CHRISTENSEN ROAD SUITE 315, 316 & 330 TUKWILA, WA 98188 MARCH 07, 2013 NO. DATE DRAWING ISSUANCE DESCRIPTION PERMIT SET DRAWING HISTORY 4/4/2013 CITY/OWNER COMMENTS PROJECT NUMBER: TEAM: INFORMATION 1589.190 JK,CH, IB DRAWING TITLE LIFE SAFETY / EXITING PLAN bi-)) - °741 G2.1 DRAWING NUMBER © EHS Design, Inc. PARTIAL 3RD FLOOR DEMOLITION FLOOR PLAN Scale: 1/8" =1'-0" II 111111111 11111111111h. n aim= Hill Milk, AIM i 1 iiiiin 111 111 1111 iiiiiii ii 1 1 11 11111 rii 1 1 11 11 1111111 11111111111 II 11 111 III 11 1111 Iti II IIIIIIIIIIII I ME 1111111 1111111111111 11111 IIIMMIIIIIMI 0 111 111 11 h 11 ogin ii ins mo um 11 1 Pa o I Elm 1 El Ell III Illil II II 1E1 11 MI WHIM 111 1011111 IIIII wimmor 7 PARTIAL 3RD FLOOR DEMOLITION REFLECTED CEILING PLAN y Scale: 1/8" =1-0 DEMOLITION GENERAL NOTES 1. IT IS NOT EXPECTED THAT HAZARDOUS MATERIALS WILL BE ENCOUNTERED IN THE SCOPE OF WORK. IF SUSPECTED HARZARDOUS MATERIALS ARE ENCOUNTERED. DO NOT DISTURB; IMMEDIATELY NOTIFY ARCHITECT AND TENANT. HAZARDOUS MATERIALS WILL BE REMOVED BY TENANT UNDER A SEPARATE CONTRACT. 2. COORDINATE EXTENT OF DEMOLITION WITH NEW CONSTRUCTION. 3. OTHER DEMOLITION WORK NOT REFERENCED HERE MAY BE REQUIRED. REFERENCE ALL OTHER TRADES INCLUDING MECHANICAL AND ELECTRICAL. 4. PATCH AND REPAIR GWB WALUCEILING AFFECTED BY DEMOLITION AND ANY DAMAGED EXISTING WALLS NEEDING REPAIR, AND PREP FOR PAINT. 5. REMOVE ALL ASSOCIATED EQUIPMENT AND WIRING ON PARTITIONS TO BE REMOVED. 6. REMOVE ASSOCIATED PLUMBING ON ALL FIXTURES BEING REMOVED AND CAP EXISTING SUPPLY AND WASTE LINES AS REQUIRED. 7. REMOVE ALL FLOORING & BASE, PREPARE FLOOR SLAB TO RECEIVE NEW FLOORING PER THE MANUFACTURER'S WRITTEN INSTRUCTIONS AND AS SHOWN ON THE NEW FLOOR FINISH PLAN. 8. REMOVE ALL BLANK PLATES OR ABANDONED OUTLETS. PATCH AND REPAIR WALL, PREP FOR PAINT. 9. REMOVE OLE DATA CABLING. 10. EXISTING CEILING GRID TO REMAIN. 11. EXISTING ACOUSTICAL CEILING PANELS IN SUITE 330 TO REMAIN 12. CONTRACTOR TO SALVAGE EXISTING LIGHTING AND EMERGENCY LIGHTING AND STORE FOR LANDLORD. 13. CONTRACTOR TO RESWITCH / RECIRCUIT LIGHT FIXTURES AND SWITCHES AS NEEDED. REUSE AND/OR RELOCATE EXISTING LIGHT FIXTURES AND SWITCHES WHERE POSSIBLE. 14. REMOVE FIRE EXTINGUISHERS AND SAVE FOR LANDLORD. 15. REFER TO SHEET CS1.3 FOR SYMBOLS DEMOLITION LEGEND ' EXISTING PARTITION TO REMAIN ELEMENT TO BE REMOVED ehs E S I G N EXCHANGE BUILDING 821 2ND AVENUE, SUITE 400 SEATTLE, WA 98104 T 206. 223. 4999 TF 800. 897. 4999 F 206. 223. 4990 www.ehs-design.com OPEN COLLABORATION CREATIVE APPROACH SAVVY SOLUTIONS INNOVATIVE DESIGN SERIOUS FUN SEAL CONSULTANT PROJECT NAME REMOVE EXISTING DOOR AND DOOR FRAME, SALVAGE AND STORE DOOR AND DOOR FRAME FOR RELOCATION PER DRAWING A2.1 REMOVE EXISTING LIGHT FIXTURE. Z 4, REMOVE OUTLET AND BACK BOX E EXISTING GRID TO REMAIN ACOUSTICAL CEILING PANELS TO REMAIN THIS AREA ONLY EXISTING TO REMAIN NOT IN CONTRACT b(?O7? KEY NOTES O DEMO CASEWORK, PATCH AND REPAIR WALL. PREP WALL FOR NEW PAINT O DEMO WALL FOR NEW DOOR, COORDINATE WITH FLOOR PLAN, SEE SHEET A2.1 O EXISTING DOOR AND WIRE GLASS RELITE TO REMAIN EXTENT OF EXISTING CEILING TILES TO REMAIN O SALVAGE AND STORE LIGHT FIXTURES FOR RELOCATION, SEE A2.2 © REMOVE CEILING TILES AND SAVE FOR LANDLORD REVIEWED FOR CODE COMPLIANCE APPROVED APR 11 2013 i City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 0 8 2013 PERMIT CENTER HomeStreet Bank RIVERVIEW PLAZA 1 PARTIAL 3RD FLOOR TENANT IMPROVEMENT 16040 CHRISTENSEN ROAD SUITE 315, 316 & 330 TUKWILA, WA 98188 DRAWING ISSUANCE MARCH 07, 2013 PERMIT SET DRAWING HISTORY NO. DATE DESCRIPTION INFORMATION PROJECT NUMBER: TEAM: 1589.190 JK,CH, IB DRAWING TITLE PARTIAL 3RD FLOOR DEMOLITION FLOOR PLAN AND DEMOLITION REFLECTED CEILING PLAN DRAWING NUMBER D2.1 © EHS Design, Inc. DOOR SCHEDULE DATE DOORS A FRAMES DETAILS DOOR DOOR TYPE MATERIAL CORE FINISH RATING FRAME i • 1 TYPE FINISH HDWR ..u. HEAD JAMB THRESHOLD NOTES 301 EXISTING A WD �� . �,, SC WD -1 e . 20 MIN A LUM 4 3 B IS . . , 1 SEE KEY NOTE #12 302 3'-0" X 8'-4" A WD SC WD -1 WD WD -1 3 303 3'-0" X 81-4" A WD SC WD -1 WD 3 WD -1 3 304 3'-0" X 8'-4" A WD SC WD -1 WD 2 WD -1 3 305 3'-0" X 8'-4" A WD SC WD -1 WD 2 WD -1 3 306 3'-0" X 8'-4" A WD SC WD -1 WD 2 WD -1 3 307 3'-0" X 8'-4" A WD SC WD -1 WD 2 WD -1 4 307A 3'-0" X T-0" A WD SC WD -1 WD 1 WD -1 308 3'-0" X 81-4" A WD SC WD -1 WD 2 WD -1 3 309 3'-0" X 8'-4" A WD SC WD -1 WD 2 WD -1 3 310 3'-0" X 8'-4" A WD SC WD -1 WD 2 WD -1 3 311 3'-0" X 8'-4" A WD SC WD -1 WD 2 WD -1 3 312 3'-0" X 8'-4" A WD SC WD -1 WD 2 WD -1 3 313 3'-0" X 8'-4" A WD SC WD -1 WD 2 WD -1 3 314 3'-0" X 8'-4" A WD SC WD -1 WD 2 WD -1 3 315 3'-0" X 8'-4" A WD SC WD -1 WD 2 WD -1 3 318 3'-0" X 8'-4" A WD SC WD -1 WD 1 4 319 3'-0" X 8'-4" A WD SC WD -1 20 MIN ALUM 1 B/1 BRONZE1 SEE DOOR NOTE #5 321 3'-0" X 8'-4" A WD SC WD -1 WD 1 i- 2 322 3'-0" X 8'-4" A WD SC WD -1 WD 3 WD -1 3 323 3'-0" X 8'-4" A WD SC WD -1 WD 3 WD -1 3 325A 3'-0" X 8'-4" A WD SC WD -1 WD 2 WD -1 4 325B 3'-0" X 8'-4" A WD SC WD -1 WD 1 WD -1 4 326 2'-0" X 7'-0" A WD SC WD -1 WD 1 WD -1 5 PAIR OF DOORS DOOR TYPES A DOOR NOTES 1. ALL FINISH HARDWARE SHALL COMPLY WITH ADA REQUIREMENTS. 2. THE OPENING FORCE FOR INTERIOR DOORS TO BE 5 LBS. MAX. 3. EXISTING DOOR TO REMAIN: CLEAN/REFINISH DOOR TO REFURBISH. REMOVE AND REPLACE CLOSER TO INSTALL ON TENANT SIDE OF DOOR. EXISTING 36" WIDE BY F.H. WIRE GLASS RELITE TO REMAIN. 4. NEW INTERIOR DOORS, DOOR FRAMES AND RELITE FRAMES ARE TO BE BIS HONEY OAK FINISH, TO MATCH LANDLORD'S WOOD SAMPLE, UNO. 5. NEW CORRIDOR DOORS ARE TO BE B/S HONEY OAK FINISH VENEER, TO MATCH LANDLORD'S WOOD SAMPLE, UNO. CORRIDOR DOOR, DOOR FRAME AND RELITE FRAME ARE TIMELY ALUMINUM FRAMES IN DARK BRONZE FINISH. 6. NEW SOLID CORE WOOD DOOR TO MATCH EXISTING 7. NEW SOLID CORE WOOD DOOR TO MATCH EXISTING ABBREVIATIONS ALUM ALUMINUM CL CLEAR FINISH E EXISTING GL HM (L) PT SC STL (T) WD GLASS HOLLOW METAL LAMINATED GLASS PAINT FINISH SOLID CORE STEEL TEMPERED GLASS B/S STAIN GRADE WOOD FRAME TYPES SEE ?CHEDUL, PER SCHEDULE AS SCHEDULE 3'-O" (T) AS CHEDULEJ 2'-0", (T) AS CHEDULE) 2'-0" j17 (T) B/S 20 MINUTE FIRE RATED DOOR AND ALUMINUM FRAME, DARK BRONZE FINISH WITH CLEAR GLASS (GLASS FRAME & GLASS 45 MINUTE RATED) 1 2 3 HARDWARE GROUPS GROUP #1 (ENTRY AND EXIT) - (4) HINGES/LEAF - WALLSTOP - CLOSER (MATCH BUILD STANDARD) - LEVER LOCK SET (ENTRY LOCK) - SMOKE SEALS - THRESHOLD GROUP #2 (SERVER ROOM) - (3) HINGES - WALL STOP - SILENCERS - CLOSER (MATCH BUILD STANDARD) - TRILOGY T2 STANDALONE DIGITAL LOCK - DL2700 SERIES (DL2700/26D) GROUP #3 ( OFFICE) - (3) HINGES - WALL STOP - SILENCERS - LEVER LOCK SET(OFFICE LOCK) GROUP #4 (WORK/BREAK/CONFERENCE ROOM) - (3) HINGES - WALL STOP - SILENCERS - LEVER LATCH SET (PASSAGE) GROUP #5 (CLOSET) - (3) HINGES - ROLLER LATCH AT HEAD - FLUSH PULLS HARDWARE NOTES DOOR LOCK AND PASSAGE SETS TO BE: SCHLAGE, AL SERIES, REMOVABLE CORE, FINISH IS OIL RUBBED BRONZE, LEVER HANDLE -SATURN HARDWARE FINISH: OIL RUBBED BRONZE. FRAME NOTES NEW CORRIDOR DOOR FRAMES ARE TO BE ALUMINUM FRAMES AS MANUFACTURED BY TIMELY. FINISH: DARK BRONZE. PLAN AT ENTRY DOOR Scale: 1/4" =l'-0" (5, PARTIAL 3RD FLOOR PLAN Scale: 1/8" = 1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED APR 1 1 2013 • City of Tukwila BUILDING DIVISION GENERAL NOTES 1. THERE SHALL BE NO EXPOSED PIPE, CONDUIT, DUCTS, VENTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND FINISHED, UNLESS OTHERWISE NOTED AS EXPOSED CONSTRUCTION ON THE DRAWING. 2. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 3. CONTRACTOR TO VERIFY DIMENSIONS FOR ALL PLUMBING PARTITIONS. 4. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR REVIEW BY ARCHITECT PRIOR TO MANUFACTURE OF ANY CABINET WORK, MILLWORK & ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATED WORK. 5. INTERIOR DOORS (RATED AND NONRATED) ARE TO BE OFFSET 6" FROM ADJACENT WALL AT HINGE SIDE UNO. 6. ALL PARTITIONS SHALL BE TYPE 'A', TYPICAL, UNO. REFER TO SHEET A6.4 FOR PARTITION TYPE DETAILS. 7. PATCH AND REPAIR WALL THAT HAVE BEEN AFFECTED BY DEMO, PREP FOR PAINT. 8. REFER TO SHEET CS1.3 FOR SYMBOLS LEGEND EXISTING PARTITION TO REMAIN NEW PARTITION NOT IN CONTRACT KEY NOTES O ALIGN FINISHED SURFACES O ALIGN CENTERLINE PARTITION WITH CENTERLINE OF MULLION. ATTACH PARTITION TO MULLION WITH DOUBLE SIDED FOAM TAPE. DON'T USE MECHANICAL FASTENERS. B/S PARTITION TO MULLION DETAIL, MATCH EXISTING O PROVIDE CONCEALED WATERLINE WITH REPLACEABLE FILTER TO COFFEE MAKER AND REFRIGERATOR ® REFRIGERATOR MFR: GE APPLIANCES PRODUCT: GTH21 SCXSS FINISH: STAINLESS STEEL SIZE: 32 3/4"W X 32 1/2"D X 66 3/4"H ® 1 HR RATED (1) LAYER 5/8" TYPE 'X' GWB EACH SIDE OVERALL THICKNESS TO MATCH ADJACENT WALL © MICROWAVE (2) MFR: GE APPLIANCES PRODUCT: PEB2060SMSS FINISH: STAINLESS STEEL SIZE: 24"W X 19 13/32"D X 13 25/32"H ® BUILT-IN DISHWASHER MFR: GE APPLIANCES PRODUCT: GLDT696DSS FINISH: STAINLESS STEEL SIZE: 24"W X 24"D X 3211/32"H ® COFFEE MAKER, FTIT ® 24/7 COOLING FOR SERVER ROOM FOR 5,000 BTU'S: PROVIDE EXHAUST CONTROLLED BY COOLING THERMOSTAT. PROVIDE LOUVER IN DOOR TO ACCOMMODATE AIR FLOW FOR REQUIRED COOLING. VENT TO ENTERIOR AND AS REQUIRED BY LANDLORD'S ROOFING CONSULTANT. COORDINATE EXTERIOR/ROOF PENETRATIONS WITH LANDLORDS ROOFING CONSULTANT 10 NEW CASEWORK. REFER TO SHEET A3.2 FOR ELEVATIONS AND DETAILS 11 FURR EXISTING PARTITIONS TO ACCOMMODATE CHIEF PACK 501 RECESSED OUTLET BOX WITH BUILT-IN 0► T 12 PROVIDE NEW B/S 20 MINUTE OAK VENEER DOOR AND METAL FRAME ASSEMBLY. PROVIDE B/S 2'-0" WIDE 45 MINUTE FIRE RATED GLASS RELITE AND METAL FRAME ASSEMBLY. SEE FRAME TYPE #4. 13 COAT CLOSET, ROD AND SHELF, SEE DETAIL 10/A3.2 14 ALIGN CENTERLINE OF PARTITION WITH CENTERLINE OF COLUMN 15 MAINTAIN 2'-7" MINIMUM TO FACE OF RELITE JAMB FOR FURNITURE, SEE DETAILS 3/A6.4 16 NOTIFY ARCHITECT IF DIMENSION LESS THAN 8'-6" b3o7 RECEIVED CITY OF TUKWILA APR 0 ) 202 PERMIT CENTEk' ehs • E SIG N EXCHANGE BUILDING 821 2ND AVENUE, SUITE 400 SEATTLE, WA 98104 T 206. 223. 4999 TF 800.897.4999 F 206. 223. 4990 www.ehs.design.com OPEN COLLABORATION CREATIVE APPROACH SAVVY SOLUTIONS INNOVATIVE DESIGN SERIOUS FUN SEAL CONSULTANT PROJECT NAME HomeStreet Bank® RIVERVIEW PLAZA 1 PARTIAL 3RD FLOOR TENANT IMPROVEMENT 16040 CHRISTENSEN ROAD SUITE 315, 316 & 330 TUKWILA, WA 98188 DRAWING ISSUANCE MARCH 07, 2013 PERMIT SET NO. DATE DRAWING HISTORY DESCRIPTION A 4/4/2013 CITY/OWNER COMMENTS INFORMATION PROJECT NUMBER: TEAM: 1589.190 JK,CH, IB DRAWING TITLE PARTIAL 3RD FLOOR FLOOR PLAN DRAWING NUMBER A2.1 EHS Design, Inc. LIGHTING CALCULATION EXISTING LAYOUT: (47) EXISTING RECESSED FLUORESCENT 2X4 FIXTURES @ 75 WATTS EACH (2) EXISTING RECESSED FLUORESCENT 2X2 FIXTURES @ 38 WATTS EACH TOTAL WATTS PROPOSED LAYOUT: (17) RELOCATED RECESSED FLUORESCENT 2X4 FIXTURES @ 70 WATTS EACH (32) NEW B/S RECESSED FLUORESCENT 2X4 FIXTURES @ 70 WATTS EACH (3) NEW FLUORESCENT UNDER CABINET FIXTURES @ 28 WATTS EACH (7) NEW B/S RECESSCED FLUORESCENT DOWNLINGHT @ 32 WATTS EACH (8) NEW B/S RECESSED FLUORESCENT WALLWASH @ 32 WATTS EACH TOTAL WATTS TOTAL WATTAGE ALLOWED PER WA STATE ENERGY CODE: 4,520 x .91 WATTS/SF = 4,113.2 WATTS ALLOWED EXISTING ACOUSTICAL PANEL CEILING TILE TO REMAIN = 63% NEW B/S ACOUSTICAL PANEL CEILING TILE = 37% AITING RaCEPTION/ OFFICE OFFICE CLOSET 326 OFFICE COPY 316 OFFICE OFFICE WORK STORAGE ROOM OFFICE OFFICE OFFICE OFFICE PARTIAL 3RD FLOOR REFLECTED CEILING PLAN Scale: 1/8" = 1'-0" 311 OFFICE OFFICE 313 OFFICE 314 OFFICE 315 = 3525 = 76 = 3601 = 1190 = 2240 = 84 = 224 = 256 = 3994 REVIEWED FOR CODE COMPLIANCE A PPROVED APR 1 1. 2013 City of Tukwila BUILDING DIVISION 1\ GENERAL NOTES 1. ALL REQUIRED EXIT SIGNS SHALL CONFORM WITH ALL APPLICABLE CODES. 2. CONTRACTOR SHALL OBTAIN APPROVAL FROM ARCHITECT FOR ALL THERMOSTAT LOCATIONS. 3. CEILING HEIGHTS ARE FROM SLAB TO FINISHED CEILING. 4. LIGHT SWITCHES ARE TO BE INSTALLED CENTERED AT 48" HIGH. MULTIPLE SWITCHES SHOULD BE GANGED TOGETHER, UNO. 5. CONTRACTOR SHALL PROVIDE EMERGENCY LIGHTING, STROBE LIGHTS, AND AUDIOVISUAL ALARMS TO MEET ALL APPLICABLE CODES. 6. REFER TO SHEET A6.4 FOR TYPICAL CEILING AND WALL SEISMIC BRACING AND DETAILS. 7. PROVIDE OCCUPANCY SENSOR SWITCHES FOR LIGHT FIXTURES AS REQUIRED BY CODE. 8. CONTRACTOR TO RESWITCH / RECIRCUIT LIGHT FIXTURES AND SWITCHES AS NEEDED. REUSE AND/OR RELOCATE EXISTING LIGHT FIXTURES AND SWITCHES WHERE POSSIBLE. 9. ALL EXISTING LIGHT FIXTURES / SWITCHES NOT SHOWN ARE EXISTING TO REMAIN. 10. REPLACE ALL DAMAGED CEILING TILES WITH NEW B/S CEILING TILES. 11. NEW LIGHT SWITCHES IN OFFICE SHALL BE EQUIPPED WITH OCCUPANCY SENSORS. 12. THE MEANS OF EGRESS ILLUMINATION SHOULD NOT BE LESS THAN 1 FOOT CANDLE AT THE WALKING SURFACE. 13. REFER TO SHEET CS1.3 FOR SYMBOLS FIXTURE LEGEND A „ NEW B/S 2X4 RECESSED FLUORESCENT LIGHT FIXTURE MFR: LITHONIA TYPE: AVANTE CENTER MOUNTED 2 -LAMP Al ► 24 HOUR FIXTURE SAME AS ABOVE B O C O D N R LEGEND B/S FLUORESCENT RECESSED DOWNLIGHT B/S FLUORESCENT RECESSED WALL WASHER B/S FLUORESCENT STRIP UNDER CABINET LIGHTING B/S EXHAUST FAN COORDINATE INSTALLATION WITH LANDLORDS ROOFING CONSULTANT B/S EXIT SIGN - DIRECTION OF ARROW B/S SINGLE LIGHT SWITCH B/S 3 -WAY LIGHT SWITCH EXISTING FIXTURE TO REMAIN NEW FIXTURE RELOCATED EXISTING FIXTURE EXISTING GRID TO REMAIN 1 -HOUR RATED CORRIDOR WALL NOT IN CONTRACT RECEIVED CITY OF TUKWILA APR �� 2613 KEY NOTES PERMIT CENTER O LOCATE BANK OF SWITCHES FOR LIGHTING AT THIS LOCATION. CONFIRM B/S SUITE MASTER SWITCH CONFIGURATION WITH LANDLORD O EXISTING CEILING TILE TO REMAIN O NEW ACOUSTICAL PANEL CEILING PER FINISH SPEC APC -1, SEE FINISH SCHEDULE ® MATCH GRID LAYOUT AND TILE IN CORRIDOR b(3•67% ehs DESIGN EXCHANGE BUILDING 821 2ND AVENUE, SUITE 400 SEATTLE, WA 98104 T 206. 223. 4999 TF 800.897.4999 F 206. 223. 4990 www.ehs-design.com 4705 OPEN COLLABORATION CREATIVE APPROACH SAVVY SOLUTIONS INNOVATIVE DESIGN SERIOUS FUN HAIKTON STATE OF WASHIIG ON SEAL CONSULTANT PROJECT NAME xomeStreet Bank RIVERVIEW PLAZA 1 PARTIAL 3RD FLOOR TENANT IMPROVEMENT 16040 CHRISTENSEN ROAD SUITE 315, 316 & 330 TUKWILA, WA 98188 MARCH 07, 2013 NO. DATE DRAWING ISSUANCE DESCRIPTION PERMIT SET DRAWING HISTORY 4/4/2013 CITY/OWNER COMMENTS PROJECT NUMBER: TEAM: INFORMATION 1589.190 JK,CH, IB DRAWING TITLE PARTIAL 3RD FLOOR REFLECTED CEILING PLAN AND COORDINATION PLAN A2.2 DRAWING NUMBER © EHS Design. Inc. RENCE OPEN OM OFFICE 324 +60" AFF 4" F GFI PARTIAL 3RD FLOOR COORDINATION PLAN Scale: 1/8" = 1'-0" GENERAL NOTES 1. ALL WALL MOUNTED DATA AND ELECTRICAL OUTLETS TO BE INSTALLED 18" ABOVE FLOOR OR 8" ABOVE COUNTERTOPS UNLESS OTHERWISE NOTED. 2. ALL CORE DRILLING OR FLOOR TRENCHING LOCATIONS SHALL BE VERIFIED WITH ARCHITECT PRIOR TO CUTTING. ALL FLOOR TRENCHING TO BE FINISHED OUT TO PROVIDE APPROPRIATE FLOOR SURFACE. ALL UNUSED CORE DRILLS SHALL BE PLUGGED AND CAPPED AS REQUIRED TO MAINTAIN FLOOR FIRE RATING. ALL CORE DRILLING MUST BE COORDINATED IN ADVANCE WITH PROPERTY MANAGEMENT. 3. ALL TELEPHONE AND COMPUTER WIRING AND TERMINATIONS SHALL BE PROVIDED AND PULLED BY TENANT'S CONTRACTOR UNO. GENERAL CONTRACTOR SHALL PROVIDE BOXES, CONDUIT, RING AND PULL STRING. 4. ALL POWER, DATA REQUIREMENTS TO BE VERIFIED WITH TENANT. 5. ALL BANKING EQUIPMENT FTIT. 6. ALL SECURITY EQUIPMENT FTIT. COORDINATE CONDUIT, POWER, AND DATA REQUIREMENTS WITH TENANT. 7. ALL FURNITURE FTIT. 8. ALL MERCHANDISING ASSEMBLIES FTIT. 9. REFER TO SHEET CS1.3 FOR SYMBOLS LEGEND 1 DUPLEX RECEPTACLE OUTLET I** DUPLEX RECEPTACLE OUTLET DEDICATED NEMA 5-20R FOURPLEX RECEPTACLE OUTLET 1-1 COMBINATION VOICE/ DATA OUTLET DEDICATED 20A FOURPLEX WITH 5-20R RECEPTACLE DEDICATED 30A OUTLET RECEPTACLE NEMA L -5-30P FLUSH FLOOR MOUNTED TELEPHONE/DATA & DUPLEX OUTLET WHIP WITH POWER AND DATA TO POWERED FURNITURE PANEL; COORDINATE WITH TENANT'S FURNITURE VENDOR FOR EXACT REQUIREMENTS AND LOCATION T OUTLET SWITCH W/ 12 HR. TIMER E EXISTING TO REMAIN KEY NOTES O NO SWITCHES, THERMOSTATS, CONTROLS OR OTHER DEVICES TO BE LOCATED ON THIS WALL, UNO O WALL MOUNTED RECESSED OUTLET BOX: CHIEF PAC501-ST WITH EXTENDING ARM PWRIW-T O VERIFY POWER/DATA LOCATIONS FOR PRIVATE OFFICES WITH TENANT ® FLOOR BOX LOCATION TO BE VERIFIED WITH FURNITURE DEALER O OUTLET RECEPTACLE FOR MICROWAVE bt3o7? REVIEWED FOR CODE COMPLIANCE APPROVED APR 1 1 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 0 8 2013 PERMIT CENTER ehs DESIGN EXCHANGE BUILDING 821 2ND AVENUE, SUITE 400 SEATTLE, WA 98104 T 206. 223. 4999 TF 800. 897. 4999 F 206. 223. 4990 www.ehs-design.com OPEN COLLABORATION CREATIVE APPROACH SAVVY SOLUTIONS INNOVATIVE DESIGN SERIOUS FUN 4703 STATE REGISTERED ARCHITECT R. HAMILTON OF WASHINGTON PROJECT CONSULTANT NAME Ill HomeStreet Bank. RIVERVIEW PARTIAL TENANT 16040 SUITE TUKWILA, MARCH NO. 3RD IMPROVEMENT CHRISTENSEN 315, 316 WA 07, 2013 DATE PLAZA FLOOR ROAD & 330 98188 DRAWING 1 ISSUANCE DRAWING DESCRIPTION PERMIT SET HISTORY PROJECT TEAM: PARTIAL COORDINATION NUMBER: 3RD INFORMATION DRAWING FLOOR PLAN DRAWING 1589.190 JK,CH, IB TITLE NUMBER A2.3 © EHS Design, Inc. •M ■■` � •a ■�.. MIN 111111 Mil :S: Oki C E %!N ■ tri ROI _ • � Rill •mom ��I PRINTER FINISH SCHEDULE STORAGE 307A PARTIAL 3RD FLOOR FINISH PLAN Scale: 1/8" =1'-0" CARPET CPT -1 GENERAL MANUFACTURER: PATTERN: COLOR: TYPE: SIZE: BACKING: ATTACHED CUSHION: INSTALLATION: NOTE: RESILIENT FLOORING RF -1 VINYL COMPOSITE TILE RF -2 VINYL COMPOSITE TILE RF -3 STATIC DISSIPATIVE TILE MANUFACTURER: PATTERN: COLOR: SIZE: MANUFACTURER: PATTERN: COLOR: SIZE: MANUFACTURER: PATTERN: COLOR: SIZE: NOTE: INTERFACE SATORI 138100250A 5127 LOTUS MODULAR CARPET TILE 50CM X 50CM GLASBAC YES GLUE DOWN WITH MANUFACTURER'S RECOMMENDED RELEASABLE ADHESIVE, IN ASHLAR INSTALLATION. SEE FINISH PLAN FOR DIRECTION OF CARPET PATTERN, LINEAR STRIPE MANNINGTON COMMERCIAL COLORPOINT PREMIUM VISUAL TILE 647 CREAM BEIGE 12" X 12" TILE ARMSTRONG COMMERCIAL STATIC DISSIPATIVE TILE 639 JUTE 12"X12"TILE ARMSTRONG COMMERCIAL STATIC DISSIPATIVE TILE SDT - BEIGE 12"X12"TILE PREPARE FLOOR PER MANUFACTURER'S RECOMMENDATIONS TO RECEIVE NEW FLOORING WOOD WD -1 SPECIES: DOOR, DOOR STAIN: FRAME, RELITES FINISH: BASE B-1 RUBBER BASE PAINT PT -1 TAN PT -2 OFF-WHITE PT -3 GREEN PT -4 RUST MANUFACTURER: COLOR SIZE/PROFILE: NOTE: MANUFACTURER: QUALITY: COLOR: SHEEN: NOTE: MANUFACTURER: QUALITY: COLOR: SHEEN: NOTE: MANUFACTURER: QUALITY: COLOR: SHEEN: NOTE: MANUFACTURER: QUALITY: COLOR: SHEEN: OAK MATCH BUILDING STANDARD MATCH BUILDING STANDARD JOHNSONITE #63 BURNT UMBER 4" TIGHTLOCK CARPET AT CARPET TILE 4" COVED BASE AT RESILIENT FLOORING BENJAMIN MOORE LATEX ENAMEL HC -39 PUTNAM IVORY EGGSHELL BENJAMIN MOORE LATEXT ENAMEL OC -96 GENTLE CREAM EGGSHELL BENJAMIN MOORE LATEX ENAMEL HC -101 HAMPSHIRE GRAY EGGSHELL BENJAMIN MOORE LATEX ENAMEL HC -74 VALLEY FORGE BROWN EGGSHELL PLASTIC LAMINATE PL -1 MANUFACTURER: PATTERN: FINISH: ACOUSTICAL PANEL CEILING APC -1 WIRE PULLS HDWR-1 MANUFACTURER: TYPE: ITEM #: SIZE: COLOR: GRID: EDGE PROFILE: MANUFACTURER: TYPE: FINISH: PIONITE AV801 OLIVE SERENITY SUEDE ARMSTRONG DUNE SECOND LOOK II 2712 2'x4'x3/4" WHITE SUPRAFINE 16" EXPOSED TEE GRID 1546" ANGLED TEGULAR 4" WIRE PULL BRUSHED CHROME FINISH NOTES 1. ALL FINISHES TO BE APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS FOR THE PARTICULAR SURFACE. 2. CONTRACTOR TO PROVIDE THREE SUBMITTALS OF ALL FINISH MATERIALS FOR ARCHITECT'S APPROVAL PRIOR TO COMMENCEMENT OF WORK. 3. THE CONTRACTOR IS RESPONSIBLE TO WARRANTY THE FLOOR COVERING & SHALL PROVIDE MAINTAINENCE & CLEANING INSTRUCTIONS TO TENANT. 4. CONTRACTOR TO PROVIDE SUBMITTAL ON CARPET PLACEMENT, SEAMING DIAGRAM, AND PATTERN LAYOUT PRIOR TO INSTALLATION. 5. CENTER TRANSITIONS UNDER DOORWAY UNO. SEE SHEET A3.2 FOR FLOORING TRANSITION DETAILS. 6. USE LOW VOC SEALANTS & ADHESIVES WHENEVER POSSIBLE FOR INSTALLATION OF FINISH MATERIALS. 7. INSTALL CARPET, CPT -1, THROUGHOUT, TYP., UNO. 8. INSTALL RUBBER BASE, B-1, THROUGHOUT, TYP., UNO. 9. PAINT ALL WALLS, PT -1, THROUGHOUT, TYP., UNO. 10. REFER TO SHEET CS1.3 FOR SYMBOLS KEY NOTES O START POINT OF FLOOR PATTERN O DIRECTION OF CARPET PATTERN O EXTEND FLOORING UNDER SINK CABINET OPENING ® ALL WALLS, PT -2 REVIEWED FOR CODE COMPLIANCE APPROVED APR 11 2013 City of Tukwila BUILDING DIVISION b3%-07 RECEIVED CITY OF TUKWILA MAR 0 8 2013 PERMIT CENTER ehs DESIGN EXCHANGE BUILDING 821 2ND AVENUE, SUITE 400 SEATTLE, WA 98104 T 206.223.4999 TF 800. 897. 4999 F 206. 223. 4990 www.ehs-design.com OPEN COLLABORATION CREATIVE APPROACH SAVVY SOLUTIONS INNOVATIVE DESIGN SERIOUS FUN SEAL 4705 CONSULTANT PROJECT NAME xomestreet Bank, RIVERVIEW PLAZA I PARTIAL 3RD FLOOR TENANT IMPROVEMENT 16040 CHRISTENSEN ROAD SUITE 315, 316 & 330 TUKWILA, WA 98188 MARCH 07, 2013 NO. DATE DRAWING ISSUANCE PERMIT SET DRAWING HISTORY DESCRIPTION PROJECT NUMBER: TEAM: INFORMATION 1589.190 JK,CH, IB DRAWING TITLE PARTIAL 3RD FLOOR FINISH PLAN AND FINISH SCHEDULE A2.4 DRAWING NUMBER © EHS Design, Inc. 8 EQ 0 c) N 7 5 A3.2 PL -1, COUNTER, BACKSPLASH AND BASE CABINET 4EQ 7'-0" PL -1 UPPER CABINETS UNDER ELEVATION AT WORK ROOM Scale: 3/8"=1'-0" 2'-1" UNO z 0 N BASE CABINET - WITH DRAWER CABINET LIGHT BACKSPLASH WITH PLASTIC LAMINATE FINISH PER ELEVATIONS COUNTERTOP WITH PLASTIC LAMINATE FINISH PER ELEVATIONS DRAWER WITH FULL DEPTH, FULL EXTENSION HEAVY DUTY HARDWARE WIRE PULL DRILL FOR METAL PIN SHELF SUPPORTS ADJUSTABLE SHELVES LOW PRESSURE LAMINATE AT CABINET INTERIOR - WHITE DOOR WITH PLASTIC LAMINATE FINISH PER ELEVATIONS BASE, AS SCHEDULED SCALE: 1 "=1'-0" NOTE: DEPTH OF UPPER CABINETS TO BE 13" INSIDE CLEAR TO ACCOMODATE FULL SIZE BINDERS TOP OF CABINET TO ALIGN WITH ADJACENT CABINET OPEN CLEAR INSIDE 1'-9" Jr, CLEAR INSIDE LOW PRESSURE LAMINATE AT CABINET INTERIOR - WHITE DOOR WITH PLASTIC LAMINATE FINISH PER ELEVATIONS WIRE PULL LINE OF CABINET SIDE PANEL MICROWAVE SHELF AND ALL EXPOSED SURFACES, PLASTIC LAMINATE FINISH PER ELEVATIONS UPPER CABINET - W/ MICROWAVE SHELF SCALE: 1 "=1'-0" PL -1 UPPER CABINETS UNDER CABINET LIGHT 3'-0" 3.j 2'-5" 0 REF. C CV CV A3.2 4 MICRO 00001 • I@ el DW A3 2 MICRO 3'-0" CLR 2-0" 3'-0" 2 EQ CLR ELEVATION AT BREAK ROOM 2 } Scale: 3/8"=1'-0" `z z 2'-1" UNO BASE CABINET - NO DRAWERS SCALE: 1 "=1'-0" 1/2" CARPET/SHEET VINYL TRANSITION Scale: FULL SIZE BACKSPLASH WITH PLASTIC LAMINATE FINISH PER ELEVATIONS PL -1 COUNTER AND BACKSPLASH PL -1 BASE CABINETS COUNTERTOP WITH PLASTIC LAMINATE FINISH PER ELEVAITONS WIRE PULL PLASTIC LAMINATE ADJUSTABLE SHELVES DRILL FOR METAL PIN SHELF SUPPORTS LOW PRESSURE LAMINATE AT CABINET INTEIRIOR - WHITE DOOR WITH PLASTIC LAMINATE FINISH PER ELEVATIONS BASE, AS SCHEDULED CARPET, AS SCHEDULED METAL REDUCER STRIP MFR: SCHLUTER MODEL: RENO -U COLOR: SATIN ANODIZED ALUMINUM RESILIENT FLOORING, AS SCHEDULED MAX TO COUNTER/ SINK RIM (9 CV 4 EQ ELEVATION AT PRINTER / Scale: 3/8"=1-0" 2-1" 1 M CV oc w U 8" MIN. 6" 11" MIN. I MIN. 1 PLASTIC LAMINATE BACKSPLASH, FINISH PER PLAN SINK MAXIMUM OF 6 1/2" DEEP PLASTIC LAMINATE COUNTERTOP, FINISH PER ELEVATION INSULATION WRAP / KIT AT EXPOSED WASTE AND SUPPLY PIPES HATCHED AREA INDICATES CLEARANCE REQUIRED FOR ACCESSIBILITY PLASTIC LAMINATE DOOR, FINISH i` PER ELEVATION, DOOR OPENS 180° J13 " ADA SINK BASE CABINET SCALE: 1 "=1'-0" 1'-3" EXTEND FLOORING AND BASE TO CABINET INTERIOR PROVIDE ATTACHED TOE KICK WITH SUPPORT BRACE COAT ROD AND SHELF SCALE: 1 "=1'-0" MELAMINE SHELF AND CLEATS - WHITE AT ALL EXPDXED SURFACES 6'-0" AFF CHROME FINISH ESCHUCHEON AND ROD. PROVIDE INTERMEDIATE SUPPORTS AS REQUIRED BY LENGTH OF ROD, UNSUPPORTED LENGTH NO GREATER THAN 36" 0 NOTE: DEPTH OF UPPER CABINETS TO BE 13" INSIDE CLEAR TO ACCOMODATE FULL SIZE BINDERS CLOSED UPPER CABINET SCALE: 1 "=1'-0" DOOR WITH PLASTIC LAMINATE FINISH PER ELEVATION LOW PRESSURE LAMINATE AT CABINET INTERIOR ADJUSTABLE SHELF DRILL FOR METAL PIN SHELF SUPPORTS WIRE PULL REVIEWED FOR CODE COMPLIANCE APPROVED APR 11 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 0 8 2013 PERMIT CENTER ehs • E SIG N EXCHANGE BUILDING 821 2ND AVENUE, SUITE 400 SEATTLE, WA 98104 T 206. 223. 4999 TF 800. 897. 4999 F 206. 223. 4990 www.ehs-iesign.conl OPEN COLLABORATION CREATIVE APPROACH SAVVY SOLUTIONS INNOVATIVE DESIGN SERIOUS FUN SEAL 4705 CONSULTANT PROJECT NAME HomeStreet Bank RIVERVIEW PLAZA 1 PARTIAL 3RD FLOOR TENANT IMPROVEMENT 16040 CHRISTENSEN ROAD SUITE 315, 316 & 330 TUKWILA, WA 98188 MARCH 07, 2013 NO. DATE DRAWING ISSUANCE DESCRIPTION PERMIT SET DRAWING HISTORY PROJECT NUMBER: TEAM: INFORMATION 1589.190 JK,CH, IB DRAWING TITLE INTERIOR ELEVATIONS AND CASEWORK DETAILS A3.2 DRAWING NUMBER 0 EHS Design, Inc. 2 - #10 SELF -TAPPING SCREW OR IL 1/4" RAMSET (OR EQ) 1" MIN EMBED, (2) @ MTL-TO-CONC CONNECTIONS BRACE 3/4" DIA RIGID METAL CONDUIT AS SHOWN OR 25GA STEEL STUDS (ALTERNATIVE) SPACE BRACE AT 8'-0" OC ALTERNATE DIRECTION (180°) EVERY BRACE HEAD 45° MIN. CI) • NO INSULATION • INSULATED AS SHOWN TYPE "A" PARTITION SCALE: 1 1/2"=1'-0" (2)12GA SLACK WIRES AT DIAGONAL FIXTURE CORNERS ATTACH TO STRUCTURE ABOVE FACTORY EDGE OR J -BEAD NOTCH CEILING TILE AS REQUIRED SCREW BRACE TOTOP TRACK WITH 2410 SELF -TAPPING SCREWS AND SPACER ONE LAYER GWB TYPE "X" EA SIDE 2 1/2" METAL STUD, VER GA REQ FOR SPANS ADD ACOUSTICAL BATT INSULATION IN WALL W/ 4'-0" WIDE BATTS EA SIDE OF WALL ABOVE CEILING LIGHT FIXTURE CLIPS ATTACH TO MAIN CEILING TEE AT EACH CORNER (4) FIXTURE CROSS TEE MAIN TEE LIGHT FIXTURE CEILING TILE 5 DETAIL - SEISMIC BRACE AT LIGHTING FIXTURE Scale: NOT TO SCALE NOTE: PROVIDE FIRE- SEALANT OR FIRE-SAFING INSULATION AT ALL PENETRATIONS IN RATED CONSTRUCTION. 2 (1) LAYER 5/8" GWB, TYPE "X" EACH SIDE 3-5/8" METAL STUD, VERIFY GA REQUIRED FOR SPANS ACOUSTICAL SEALANT 1/4" RAMSET (OR EQ), 1" MIN EMBED, DRIVEN FASTENERS AT 2'-0" OC, TYPICAL AT METAL -TO -CONCRETE CONNECTIONS BASE, AS SCHEDULED TYP. PARTITION CONNECTION @ FLOOR SCALE:1 1/2"=1'-0" EXISTING CEILING NEW CEILING EXISTING 1 -HR TUNNEL 2-1/2" C -H CHANNELS 8" TYPE "X" GWB 1" SHAFT WALL LINER MATCH EXISTING HEIGHT HORIZONTAL SHAFT 1 -HR RATED WALL SCALE: 1 1/2"=1'-0" NER-258 TAPE AND SEAL AT EDGES %" TYPE "X" GWB 35/8" METAL STUD %" TYPE "X" GWB SOUND ATTENUATION BLANKETS GENERAL NOTES 1. ALL PARTITIONS OR FURRING STRIPS SHALL BE 24" O.C., UNLESS OTHERWISE NOTED. 2. ALL METAL STUDS SHALL BE 25 GAUGE UNLESS OTHERWISE NOTED. SEE PLAN 3. ALL GYPSUM WALLBOARD TO BE 5/8" TYPE "X" UNLESS OTHERWISE NOTED. 4. ALL FIRE RATED PARTITIONS SHALL COMPLY WITH THE "FIRE RESISTANCE DESIGN MANUAL" PUBLISHED BY THE GYPSUM ASSOCIATION AND/OR THE LOCAL GOVERNING BUILDING CODE. CONSTRUCTION PROCEDURES MUST SATISFY ALL REQUIREMENTS OF THE GOVERNING AUTHORITIES TO ACHIEVE THE FIRE RATING INDICATED. 5. ALL PENETRATIONS OF THE RATED PARTITIONS SHALL BE PROTECTED BY EQUIVALENT FIRE RATED DAMPERS, LABELED DOOR, FRAMES, HARDWARE, ETC. 6. FIRE EXTINGUISHER CABINETS AND ELECTRICAL PANELS TO BE FLUSH MOUNTED IN THE FIRE RATED WALLS. VERIFY LOCATIONS WITH FIRE DISTRICT CHIEF 7. PROVIDED 18 GA. BACKING FOR TOILET ACCESSORIES AND WALL MOUNTED EQUIPMENT. 8. AT WET OR DAMP AREAS UTILISE TYPE "WR" GYPSUM WALLBOARD PER MFG. RECOMMENDATION. 9. ABOVE ACOUSTICAL PARTITIONS PROVIDE 4'-0" WIDE ACOUSTICAL BATT INSULATION AT CEILING EACH SIDE OF WALL U.N.O.. 10. ALL RATED PARTITIONS FROM FLOOR TO DECK ABOVE b13-079 REVIEWED FOR CODE COMPLIANCE APPROVED APR 1 1 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 118 2013 PERMIT CENTER DESIGNehs EXCHANGE BUILDING 821 2ND AVENUE, SUITE 400 SEATTLE, WA 98104 T 206. 223. 4999 TF 800.897.4999 F 206.223.4990 www.ehs-design.com OPEN COLLABORATION CREATIVE APPROACH SAVVY SOLUTIONS INNOVATIVE DESIGN SERIOUS FUN SEAL 4705 CONSULTANT PROJECT NAME HomeStreet Bank RIVERVIEW PLAZA 1 PARTIAL 3RD FLOOR TENANT IMPROVEMENT 16040 CHRISTENSEN ROAD SUITE 315, 316 & 330 TUKWILA, WA 98188 DRAWING ISSUANCE MARCH 07, 2013 PERMIT SET NO. DATE DESCRIPTION DRAWING HISTORY 4/4/2013 CITY/OWNER COMMENTS PROJECT NUMBER: TEAM: DETAILS: WALL TYPES A6.4 INFORMATION 1589.190 JK,CH, IB DRAWING TITLE DRAWING NUMBER © EHS Design, Inc.