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HomeMy WebLinkAboutPermit D11-204 - REGIONAL ACCEPTANCE - REMODELREGIONAL ACCEPTANCE 6840 FORT DENT WY Dl 1 -204 City oi Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov Parcel No.: 2954900425 Address: 6840 FORT DENT WY TUKW Suite No: Project Name: REGIONAL ACCEPTANCE DEVELOPMENT PERMIT Permit Number: D11 -204 Issue Date: 07/08/2011 Permit Expires On: 01/04/2012 Owner: Name: PEPPERWOOD HOLDINGS LLC Address: 2835 82ND AVE SE #300 , MERCER ISLAND WA 98040 Contact Person: Name: REBECCA DAVIDSON Address: 2835 82 AV SE, SUITE 300 , MERCER ISLAND WA 98040 Contractor: Name: FOUSHEE & ASSOCIATES CO INC Address: BOX 3767 , BELLEVUE, WA 98009 Contractor License No: FOUSHAC 1580D Phone: 206 - 267 -2667 Phone: 425 746 -1000 Expiration Date: 08/12/2011 DESCRIPTION OF WORK: REMODEL OF EXISTING VACANT SUITE 140 FOR OFFICE USE TO INCLUDE CONSTRUCTION OF NEW PARTITIONS, RELITES. LIGHT FIXTURES AND OTHER FEATURES. Value of Construction: $75,000.00 Fees Collected: $2,009.09 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009 Type of Construction: V -B Occupancy per IBC: 0008 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D11-204 Printed: 07 -08 -2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: N N N Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. End Time: Fill 0 c.y. Start Time: End Time: Private: Public: Profit: N Non - Profit: N Private: Public: Permit Center Authorized Signature: - 14 �' Date: I hereby certify that I have read an governing this work will be compli The granting of this permit does not construction or th} to this permit. Signature: Print Name: 0 erformance o exa d wit • esu or 'ned this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. e to give authority to violate or cancel the provisions of any other state or local laws regulating ay authorized to sign and obtain this development permi>:and agree to the conditions attached -CC'Q Dui( 0 Date: 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 CONDITIONS * ** 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: 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. 6: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. doc: IBC -7/10 D11 -204 Printed: 07 -08 -2011 7: All construction shall be done in confo with the approved plans and the requirem of the International Building Code or International Residential International Mechanical Code, Washingt ate 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: 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. 11: 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). 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 13: 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. 14: ** *FIRE DEPARTMENT CONDITIONS * ** 15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 16: 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) 17: 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 nun). (IFC 906.7 and IFC 906.9) 18: 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) 19: 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) 20: 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) 21: 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) 22: 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) 23: 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) 24: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 25: Aisles leading to required exits shall be provided from all portions of the building and the required width of the doc: IBC -7/10 011 -204 Printed: 07 -08 -2011 aisles shall be unobstructed. (IFC 1013.4) 26: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 27: 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) 28: 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. 2050). 29: 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 #2051. 30: 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 #2051) 31: 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 #2051) (IFC 104.2) 32: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 33: 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. 34: 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) 35: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 36: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 37: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 011 -204 Printed: 07 -08 -2011 CITY OF TUKW 0"1 Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 littp./fivww,TukwilaWA.gov Building Perm. Mechanical Pe bt 2-o x Plumbing /Gas Perm Public Works Permit No Project No. (For o e;use only); 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: (i 4-D rov-- Pe ktc+ R1 Tenant Name: King Co Assessor's Tax No.: ":,2--°t ' 0— b4Z5 Suite Number: 1, 4-C Floor: New Tenant: Yes ❑..No Property Owners Name: n _ , / Mailing Address: 2 '2.1/(. AY e- 6E ( Std 1360 e47wK I City D k-4/1 42-a-of o v i t'w Cowl v� w - 9 ortc State Zip CONTACT PERSON — who do contact when you permit is ready o be issued Name: {k&(/C4, t7t i A /'DL Day Telephone: 2-V1 2-V-1 • �10-] Mailing Address: 2,e)?) 5 KlA (.,Cil 1-Vt c7 i L `3ov tw ce/v 1A- • wA-- SL^`TO ( { City State Zip E -Mail Address: fth C.{)! Oc4 V l � 2VV�Number:�7�p • '2.-10-1 �O� f G� GENERAL CONTRACTOR INFORMATION (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: t b--tA4 /Vi , A . -(>64•A-4 Mailing Address: :32-GP b 1( Contact Person: E -Mail Address: Contractor Registra on Number: WM fib eivt wA- 05 City State Zip Day Telephone: 4 �/�> =j ` �� (:) Fax Number: 42 �� ` 2-1 1 4 /� Expiration Date: ARCHITECT OF RECORD -- All plans must be stamped by Architect of Record Company Name: VOA/Aril/I, JtL V , Mailing Address: 2-2-21 t-t1/1, AN(/ S! y11 liuk 12-1 w City !� State 1 1 Zip Contact Person: Vi Q/{Vte t ��� IAA IA 1 � 6 Day Telephone: 2.-DIP - 41 . 1 9 E -Mail Address: V ` W VI (t 44- e V ,GWv ( 14„.4+tfvt • Fax Number: 207.° 44- I ` 4 u i ENGINEER OF RECORD - All plans must be stamped by Engin er od Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: State Zip 11 \Applications \Forms - Applications On Line \2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 1 of 6 BUILDING PERMIT INF'ORMATICII4206 -43I -3670 Valuation of Project (contractor's bid price): $ 1t t.5Dt) Scope of Work (please provide detailed information): 12-44/11t777 VI LI LI IP All 01 VOIAA14H k I if A+ '114 I Gi 41/1-7t- Existing Building Valuation: $ 4 V(/Call/L4— r. Will there be new rack storage? ❑ Yes �.. No If yes, a separate permit and plan submittal will be required. Provide All uiiding Areas in Square Footage Below rd Floor 3rd Floor Addition to Existing Structure Type of Construction per IBC Type of Occupancy per 113C Floors Ba en' Accessory Struc Attached Garage Detached Garage overed Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes IA No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will th re be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8 -1/2" 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. H:\Applications \Forms - Applications On Line\2010 Applications \7 -2010 - Permit Application doc Revised: 7 -2010 bh Page 2 of 6 PERMIT APPLICATION NOTES — A cable to all permits in this application 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. Building and Mechanical Permit 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). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDIN Signature: Print Name: Mailing Address: OR AUTHO AGENT ,11 Date: Day Telephone: • �� ,, i ^ I PA /012 i �L City State Zip Date Application Accepted: ( Q .24_ Date Application Expires: I H:Wpplications\Forms- Applications On Line\2010 Applications \7 -2010 - Petmit Application.doc Revised: May 2011 bh Staff Initials: V( Page 6 of 6 • 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.: 2954900425 Address: 6840 FORT DENT WY TUKW Suite No: Applicant: REGIONAL ACCEPTANCE RECEIPT Permit Number: D11 -204 Status: PENDING Applied Date: 06/29/2011 Issue Date: Receipt No.: R11 -01338 Initials: User ID: Payee: WER 1655 Payment Amount: $2,009.09 Payment Date: 06/29/2011 09:18 AM Balance: $0.00 JOHN C RADOVICH TRANSACTION LIST: Type Method Descriptio Amount Payment Check 005010 2,009.09 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $2,009.09 1,214.90 789.69 4.50 doc: Receipt-06 Printed: 06 -29 -2011 INSPECTION NO. INSPECTION RECORD Retain a copy with permit t tt 201' PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 IPA (206)431 -3670 Project: Type of Inspection: 1 Addr s (04)14 0 50 {+ J-k- Date Called: a 1,A�;� - >��Pf,Na Special Instructions: Date Wanted: - 23- 1 ' a.m. p.m. Requester: Phone No: I r l Approved per applicable codes. El Corrections required prior to approval. COMMENTS: a 1,A�;� - >��Pf,Na 3 r er- ‘ 4 ( \ pry.,-.47-„ LA--‘10 4,-.--_;‘,6..._ 00 REINSPECTION F REQUIRED. p or to inspection, fee must be ai ' at 6300 Southcenter : lvd., Suite 100. Call to sechedule reinspection. Recei r No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit pig -2 PERMIT NO. CITY OF-TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 P4c.6 -, >A /4''l /let'. rii A ?Art-C1 A -6 b rO ./A-f YP.5 Inspection: G L,� C. 0 K (..)v -CI- 3 J &', ( --- , Address ^T Date Called: / t Special Instructions: OS-'36'41 ~ J i Date Wanted f _ . I �..,a.mr —i p.m. Requester: Phone �Ls-Cl I -1341 ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: ?Art-C1 A -6 b rO ./A-f 0 K (..)v -CI- 3 J &', ( --- , 6.7)--) f 020A&J Ii d g • r Date: tl(4 n REINSPECTION FEE REQUIRED. rior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Inspector: • • `. • .} SPEC i'ON.'Ria.C:C}R:4: { • tai i66; -tr tat erm t 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 Project: CoI O ! Jt4l. 've e Type A w of enspectior Aytetyrxj_6„ A61§:4 0 ?' OR-�i- o 0.) Date Called: A Special Instructions: Date W nted: I — l I p.m. Requester: Ph ne No: EApproved per applicable codes. ElCorrections required prior to approval. COMMENTS: (i) f p Aw11 rJ (. - fp id✓° r Date` / SPECTION FEE REQUIRED. Prior to next inspection. fee must be id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 7 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit / /�F-1s ^_ //-S- %Ll PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: /�� g eel i On 4 1 j A (t-e K ce Type of Inspection: FA t-fik Po • Fi nes I Address: PS-ft/ a Fa h ,t �� Suite #: / co-- Contact Peron: Hood & Duct: Special Instructions: Monitor: Phone No.: 4 co, Approved per applicable codes. Corrections required prior to approve' • COMMENTS: �A F% 'lc, 1 nk. j k FAG I 04( r-e 1 ok, Needs Shift Inspection: Y Sprinklers: if Hrs.: Fire Alarm: `( Hood & Duct: Monitor: $-fc, {f,,,,, 4 co, Pre -Fire: Permits: Occupancy Type: /3 Inspector: i-- / / Date: ' -o. a _II 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 ca. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit D/7- goy A-g-- PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila. Wa. 98188 206-575-4407 Project: of ) ou *L i4 ie-e0')Auce... Type of Inspection: Sr Address: , bal'fi0 -it"... Suite #: 1/110 Oatk lt)' Contact Person: Special Instructions: Permits: Phone No.: Jpproved per applicable codes. Corrections required prior to approval. COMMENTS: ,e7 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre-Fire: Permits: Occupancy Type: Inspector:#-1 5"--?--- Date: al ?/// 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 • • •1 • 11- 1 INSPECTION NUMBER 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: • othett., A &-'141A- 062-- 0 c e Type of Inspection: Address;_ Suite #: Ns-- -F; teir,J. kAi'' r Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. V, Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 1 . aibY 144 +c l' - 4-7/ Ae2kvi clo p! 3 L° '1 er 1-14,471) g.. Am a ps -no AlI cji S rc .7L0t " Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: fr Date: f3/9 /i/ 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: 1 Zip: Word /Inspection Record Form. Doc 6/11/10 T.F.D. Form F.P. 113 .1 • • • PE r PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -204 DATE: 06 -29 -11 PROJECT NAME: REGIONAL ACCEPTANCE SITE ADDRESS: 6840 FORT DENT WY - SUITE 140 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: 'vision O /)VII ubliic Works ildin 4\44'c Fire Prevention Structural Te( av-NIA ou1,7i�� Planning Division Permit Coordinator r DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ Comments: DUE DATE: 06-30-11 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07-28-11 Approved Approved with Conditions 7 Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 Contractors or Tradespeople Per 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 FOUSHEE & ASSOCIATES CO INC UBI No. 600259643 Phone 4257461000 Status Active Address Po Box 3767 License No. FOUSHAC1580D Suite /Apt. License Type Construction Contractor City Bellevue Effective Date 9/4/1985 State WA Expiration Date 8/12/2011 Zip 98009 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 BIRTCJV088LK BIRTCHER / FOUSHEE A JNT VNTR Construction Contractor General Unused 6/12/1992 6/12/1994 Archived BIRTCCL093M6 BIRTCHER CONSTRUCTION LIMITED Construction Contractor General Unused 7/26/1991 7/11/1994 Archived LEYSHL'150NR LEYSHEE LTD Construction Contractor General Unused 8/19/1985 8/1/1992 Archived LEYSHCL181MF LEYSHEE COMPANY LTD Construction Contractor General Unused 7/6/1982 6/28/1983 Archived ROWLEFC236RW ROWLEY /FOUSHEE CONST CO INC Construction Contractor General Unused 12/16/1977 12/16/1985 Archived Business Owner Information Name Role Effective Date Expiration Date FOUSHEE, JEFFERY C Cancel Date 01/01/1980 Amount BARKER, RICHARD A 26 01/01/1980 GL03790723 ANDERSON, LOCH G 04/15 /2012 01/01/1980 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 7 SAFECO INS CO OF AMERICA 5771144 08/12/2001 Until Cancelled $12,000.00 07/23/2001 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 26 Zurich American Ins Co GL03790723 04/15/2010 04/15 /2012 $1,000,000.00 03/02/2011 25 ZURICH AMERICAN INS CO GL03790723 04/15/2006 04/15/2010 $1,000,000.00 03/04/2009 24 ZURICH AMERICAN INS CO GL0379723 04/15/2005 04/15/2006 $1,000,000.00 04/15/2005 23 TRAVELERS INDEMNITY CO OF AMER DTC0526D5648TIA04 04/15/2005 04/15/2006 $1,000,000.00 03 /21/2005 https://fortress.wa.gov/lni/bbip/Print.aspx 07/08/2011 s. FORT DENT 11 ( SITE SCOPE OF WORK TU K Permit Pi ^� r . ew =4t� e t .,l' B ' y J RT DENT II 6840 FORT DENT WAY WI LA, WASHINGTON 9 8188 FILE COPY tie- 204 approval is subject to errors and omissions. s con ru ion documents does not auttnorize � opted cede er odinance. Receipt :t: rs.' • .. ° � + + �; + - IS ac unowled ed; �' i � c DENT WAY REMODEL OF EXISTING SUITE 140 FOR OFFICE USE TO INCLUDE CONSTRUCTION OF NEW PARTITIONS, DOORS, RECITES, LIGHT FIXTURES AND OTHER FEATURES. AREA OF SUITE: 2,524 SQ.FT. OCCUPANCY TYPE: , OFFICE CONSTRUCTION TYPE: V -B, SPRINKLERED APPLICABLE CODES: 2009 INTERNATIONAL BUILDING CODE (IBC) 2006 INTERNATIONAL FIRE CODE (IFC) 2009 INTERNATIONAL PLUMBING CODE (IPC) 2006 INTERNATIONAL MECHANICAL CODE (IMC) 2008 NATIONAL ELECTRICAL CODE ICC /ANSI 117.1- ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES WASHINGTON STATE ENERGY CODE (WSEC), WAC 51 -11 WASHINGTON INDOOR AIR QUALITY CODE ASSESSOR'S PARCEL #: 295 490 0425 LEGAL DESCRIPTION? - w Ce w rFORT ' / l 1.405 ��--. _ >- � co . EXIT ' // 0,'T A / - LONGEST COMMON PATH OF TRAVEL IN SUITE: 29'-6" - - -� 7/, �� SHONE! ` ® +"°W ® -- - B I � I BuRO.b (} 1 I \ ELEVATOR Rom M `_ • WOMEN �•. - . M �� ELEVATOR LOBBY / \ `-� / � c _ 111111 rrce .- 3 �`.,-- - .:1,� TEL +«W . c 0 IIF111111 -. E.A.D. AREA OF WORK .... ELECTRICAL ,. E.A.D. J/ _ gl 2,524 SQ. FT. O.F. 0� 1 An Ah I■ I ■ EXISTING BUILDING CORRIDOR EXISTING BUILDING CORRIDOR FE E A.D. NORTH .� .- _ .�• �EXIT � '/ �urrEOFOPewCAeovE LoLaer EXIT LOT 1 OF SHORT PLAT NO 79 -7 -55 ACCORDING TO SHORT PLAT SURVEY RECORDED UNDER KING COUNTY RECORDING NO 7908210370. TOGETHER WITH THE FOLLOWING DESCRIBED PORTION OF LOT 2 OF SAID SHORT PLAT, BEGINNING AT THE MOST WESTERLY CORNER OF LOT 1 OF SHORT PLAT NO 79 -7 -55 ACCORDING TO SHORT PLAT SURVEY RECORDED UNDER KING COUNTY RECORDING NO 7908210370 THENCE NORTH 63 °35'49" EAST 237.32' TO THE MOST NORTHERLY CORNER OF SAID LOT 1, THENCE SOUTH 26 °24'11" EAST 227.32' TO CORNER BETWEEN LOTS 1 AND 2, THENCE NORTH 63 °35'49" EAST ALONG THE SOUTHEASTERLY LINE OF SAID LOT 2, 252.25', THENCE NORTH WEST 77.65', THENCE NORTH 36°24'11" ' 56°15'11" WEST 234.09 ", THENCE NORTH 31 °12'43" WEST 82.39' TO AN INTERSECTION WITH THE NORTHWESTERLY LINE OF SAID LOT 2, THENCE SOUTH 58 °47'17" WEST ALONG SAID NORTHWESTERLY LINE 102.77', THENCE SOUTH 55 °39'53" WEST ALONG SAID LINE 63.16', THENCE SOUTH 48 °39'58" WEST ALONG SAID LINE 55.63', THENCE SOUTH 39 °21'15" WEST ALONG SAID LINE 88.24', THENCE SOUTH 30 °04'58" WEST 85.21' TO THE MOST WESTERLY CORNER OF SAID LOT 2, THENCE SOUTH 37 °36'40" EAST 20.92' TO THE POINT OF BEGINNING. PROJECT DIRECTORY 1 VICINITY MAP NTS uP 1 I ∎'► e ° FORT DENT II Ci�a `1 BUILDING DIVISION nio REVISIONS changes shat! be made to the scope of work without prior P approval of p Tukwila Erui[din Division. It!OT2: Rvisons will require anew plan subm' end nay include addition rttal al plan revlsv� fees. ; PERMIT REQUIRED FOR iP.Chan [i]'�1e�� , , 'mbing L Gas POng City ofTukwila BUILDING DIVISION Iii; /•ji _ = _ __ ,��_ --- ,�,- i�- ,� - - - - -� =- �-- �. I= ./1/ _ EXISTING GP•EEN ' •' . flfl° *Rills ••� �,1A1�= ►` - ••• ` ••'••''' -� , .y (2) STORY OFFICE BUILDING ���- - - - - -_ �_ :.::_ ......... .' i �, 9 ° ' �,i. s� ;'° .. mow, �� . _ ,.� .� -� ° ° , A �♦ s ♦ �o i %'•'�''�' - . \ • - , ' ` g ;. ` , : I FO'T DENT 3 .�. ` vk\ .�� „�� ■ • � OCCUPANT LOAD CALCULATION EGRESS TRAVEL INFORMATION . TENANT CONTRACTOR • NO CHANGE TO BUILDING AREA REGIONAL ACCEPTANCE FOUSHEE BUILDING REPRESENTATIVE DESIGNER 2,524 LONGEST COMMON PATH OF TRAVEL IN SUITE: TOTAL SUITE SQUARE FOOTAGE: 2, OCCUPANCY LOAD FACTOR: / 100 29'-6" • NO EXTERIOR WORK • • NO CORE /SHELL WORK • NO STRUCTURAL WORK • NO CHANGE OF USE JOHN C. RADOVICH DEVELOPMENT CO. MARVIN STEIN & ASSOCIATES 2835 82ND AVENUE SE, SUITE 300 2221 FIFTH AVENUE MERCER ISLAND, WA 98040 SEATTLE, WA 98121SEPARATE CONTACT: CHRIS SCALZO CONTACT: MEREDITH WILLIAMS PHONE: 206) 267 -2666 PHONE: (206)441 -1449 FAX: (206) 267 -6061 FAX: (206) 441 -4361 EMAIL: chrisscalzo @jcrdevco.com EMAIL: m.williams @marvinstein.com MECHANICAL, PLUMBING, FIRE TOTAL: = 25 OCCUPANTS (1) EXIT REQUIRED; (3) EXITS PROVIDED �� = <i = AwI t ''`; °c° °`� - ' 1 /° ° _ _� •e� ° ��il� �o :::.i I .... 1 = I • � =:.... NORTH 2 KEY PLAN, EXITING AND OCCUPANCY LOAD CALCULATION 1/16 " =1' -0" 3 SITE PLAN NTS PROTECTION AND LIFE SAFETY NOTES 1. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL CONSTRUCTION MATERIALS AND PERFORMING ALL WORK IN ACCORDANCE WITH ALL APPLICABLE CITY, COUNTY, STATE AND NATIONAL MECHANICAL, PLUMBING, ELECTRICAL, AND FIRE PROTECTION CODES. 2. MECHANICAL AND FIRE PLAN ALTERATIONS AND CONSTRUCTION SHALL BE PROVIDED UNDER SEPARATE PERMITS. REQUIRED DESIGN DATA SHALL BE PROVIDED UNDER DIFFERED SUBMITTALS. 3. THE GENERAL CONTRACTOR SHALL RECONFIGURE ALL EXISTING DUCTS, PIPES, CONDUITS AND FIXTURES TO ACCOMMODATE ALTERED CONSTRUCTION. 4. THE GENERAL CONTRACTOR SHALL RE- BALANCE THE HVAC SYSTEM AS REQUIRED TO ACCOMMODATE ALTERED CONSTRUCTION. 5. THE GENERAL CONTRACTOR SHALL CLEAN ALL DIFFUSERS AND GRILLES. 6. THE GENERAL CONTRACTOR SHALL VERIFY AND RELOCATE THERMOSTATS AS NECESSARY FOR ALTERED CONSTRUCTION. 7. THE GENERAL CONTRACTOR SHALL ADJUST EXISTING SPRINKLER HEADS TO ACCOMMODATE ALTERED CONSTRUCTION. 8. CONSTRUCTION WORK SHALL BE CONFINED TO THE BUILDING INTERIOR AND SHALL NOT CREATE DUST, DIRT OR SUCH INCONVENIENCES TO OTHER TENANTS WITHIN THE BUILDING. 9. CONSTRUCTION OPERATIONS SHALL NOT OBSTRUCT HALLWAYS, CORRIDORS, STAIRWAYS OR MEANS OF EGRESS FOR THE TENANTS OF THE BUILDING. 10. CONSTRUCTION OPERATIONS SHALL NOT INVOLVE UNAUTHORIZED DISRUPTION OF HVAC, PLUMBING, ELECTRICAL OR FIRE PROTECTION SYSTEMS TO OTHER TENANT SPACES OR COMMON AREAS OF THE BUILDING. 11. THE CONSTRUCTION SITE SHALL BE LEFT CLEAN AND ORDERLY AT THE END OF EACH WORK DAY. 12. NO ONE WILL OCCUPY THE AREA OF WORK OTHER THAN AUTHORIZED CONSTRUCTION PERSONNEL. 13. THE GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY CONSTRUCTION BARRIERS TO INHIBIT ACCESS BY UNAUTHORIZED PERSONNEL AND AS REQUIRED BY O.S.H.A. STANDARDS TO PREVENT INJURIES OR ACCIDENTS. 14. N.F.P.A.- AND I.F.C. - APPROVED FIRE EXTINGUISHERS SHALL BE LOCATED WITHIN (75) FEET FROM ANY POINT ALONG THE PATH OF TENANT EGRESS OR AS REQUIRED BY THE LOCAL FIRE MARSHAL. 15. THE GENERAL CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS, HORNS, STROBES, ILLUMINATED EXIT SIGNS AND RECONFIGURED SPRINKLER HEADS, ETC. PER THE INTERNATIONAL FIRE CODE (I.F.C.) OR THE LOCAL FIRE DEPARTMENTS REQUIREMENTS. 16. THE SPACE AROUND PIPES, DUCTS, ETC. PENETRATING FIRE RESISTANT CONSTRUCTION SHALL NOT EXCEED'' /" AND SHALL BE PACKED SOLID WITH MINERAL WOOL OR APPROVED FIRE- SAFING MATERIAL AND SEALED WITH METAL ESCUTCHEONS EACH SIDE AS REQUIRED BY LOCAL CODES. 17 IREPROOFR NGCIFO DAMAGED IN ACCORDANCE WITH LOCALICODES�TED PARTITIONS, COLUMNS AND BEAM GENERAL NOTES ACT ACOUSTICAL CEILING TILE JT JOINT ADJ ADJACENT / ADJUSTABLE LL @TE BY LANDLORD AT TENANT'S EXPENSE AFF ABOVE FINISH FLOOR LF LINEAL FOOT ALT ALTERNATE MAX MAXIMUM ALUM ALUMINUM MECH MECHANICAL APPROX APPROXIMATELY MFR MANUFACTURER @ AT MIN MINIMUM BLDG BUILDING MISC MISCELLANEOUS BLKG BLOCKING MTD MOUNTED B/S BUILDING STANDARD MTL METAL CAB CABINET MW MICROWAVE OVEN CLR CLEAR/CLEARANCE N NORTH / NEW CLG CEILING N/A NOT APPLICABLE CL CENTERLINE NIC NOT IN CONTRACT COL COLUMN NO NUMBER COMM COMMUNICATION NOM NOMINAL COMP COMPOSITION NTS NOT TO SCALE CONST CONSTRUCTION OC ON CENTER CONT CONTINUOUS OPNG OPENING CPT CARPET OPP OPPOSITE CT CERAMIC /CONCRETE TILE ORIG ORIGINAL DIA DIAMETER PERM PERMANENT DIM DIMENSION PL PLATE DR DOOR PLAM PLASTIC LAMINATE DW DISHWASHER PLYWD PLYWOOD DWG DRAWING PR PAIR E EXISTING /EAST PTN PARTITION EA EACH R RADIUS / REMOVE / RELOCATE ELEC ELECTRIC RB RUBBER BASE ELEC'L ELECTRICAL REF REFRIGERATOR ELEV ELEVATION (VIEW) REINF REINFORCING EXIST EXISTING REQ'D REQUIRED EXT EXTERIOR REV REVISION / REVERSE FIN FINISH RM ROOM - FLR FLOOR RO ROUGH OPENING FLUOR FLUORESCENT S SOUTH FMC FLOOR MATERIAL CHANGE SCHED SCHEDULE FR FIRE RATED SC SOLID CORE FT FEET SECT SECTION FURN FURNISH /FURNISHINGS SIM SIMILAR GA GAUGE SPEC SPECIFICATION GALV GALVANIZED SQ SQUARE GD GARBAGE DISPOSAL STD STANDARD GL GLASS / GLAZING STL STEEL GWB GYPSUM WALL BOARD STOR STORAGE HC HOLLOW CORE SUSP SUSPENDED HDW HARDWARE TEL TELEPHONE HM HOLLOW METAL TSG TEMPERED SAFETY GLASS HT HEIGHT TYP TYPICAL HVAC HEATING, VENTILATING, VCT VINYL COMPOSITION TILE AIR CONDITIONING VERT VERTICAL IN INCH W WEST INCL INCLUDE W/ WITH INSUL INSULATION W/O WITHOUT INT INTERIOR WC WALLCOVERING WC WOOD / LINE OF CEILING TILES AND / GRID BEYOND (SEE 7 REFLECTED CEILING PLAN, SEISMIC EXISTING STRUCTURE 6512 Ill R '' E ). • RCHI ' CT i EO• E H G00+ ' - LOW II STA OF WA IN • • METAL CLIP METAL STUDS STAGGERED O.C. FOR ALL UNBRACED RUNS OF WALL OVER TO STRUCTURE ABOVE POWER DRIVEN FASTENER (2) #10 SCREWS SCHEDULED CEILING limi @ 8' -0" STRAIGHT 12' -0 ". ATTACH W/ HILTI 3/4" MIN. BRACING (BEYOND) PER 4/TI-1. . SEISMIC BRACING (BEYOND) PER 4/11-1. 1/4" NON - COMBUSTABLE WOOD / FILLER UNDER MAIN RUNNERS / / / - - 1/8" BLACK FOAM TAPE, HOLD PROVIDE 4' -0" WIDE ACOUSTIC BATT INSULATION CENTERED OVER PARTITION ABOVE HUNG CEILING AT SOUND AND 1 11. i 11�l� / 1/4" NON- COMBUSTABLE WOOD / / FILLER UNDER MAIN RUNNERS TAPE \ / BACK 1/4" FROM EDGE OF TRACK / / (BOTH SIDES) " "``''. 1/8" BLACK FOAM HOLD BACK 1/4" FROM EDGE OF TRACK , DEMISING PARTITIONS Ama:�•��i��■_� (BOTH SIDES) TILE & GRID - maw ,t! n. �t t■tt tllt(lt ► _..., ... LINE OF CEILING TILES AND � "" " "' = CONTINUOUS CEILING GRID ��� CONTINUOUS 2 -1/2 x 1 -114 25 GA. 2-1/2" i ��0 " '" ) '. j '. CONTINUOUS 2 -1/2 x 1 -1/4 25 GA. " METAL TRACK WITH (2) #10 SCREWS AT 24 O.C. REVEAL BLACK OR } 1 METAL TRACK WITH (2) #10 SCREWS AT 24" O.C. (PAINT REVEAL PAINT BLACK OR - GRID BEYOND (SEE REFLECTED CEILING PLAN, CONTINUOUS CEILING GRID SYSTEM DO NOT CUT) SYSTEM - DO NOT CUT) CONTINUOUS 'L' METAL TRIM W/ PAPER WING (BOTH Marvin Ste' :..sociates LLc planning design 2221 Fifth Avenue, Seattle, Washington 98121 (206) 441 -1449 �� MATCH EXISTING CONDITION. (BOTH SIDES OF PARTITION) 5/8" FIRE RETARDANT PLYWOOD (PAINT ( MATCH EXISTING CONDITION. (BOTH SIDES OF PARTITION) 5/8" FIRE RETARDANT PLYWOOD - CONTINUOUS 'L' METAL TRIM W/ PAPER WING (BOTH SIDES OF PARTITION) : C MAX ,,42' NOTES: 8' MAX 8' MAX 8' MAX 8' MAX y 8' MAX 8' 1. LATERAL BRACING IS TO BE INSTALLED ON TENANT PARTITIONS AT 8 FEET O.C. EXCEPT AT INTERSECTIONS WITH WALLS ATLEAST4FEET LONG. (PER TYPICAL PARTITION PLAN) 2. PROVIDE BRACING AT ANY PERMANENT PARTITION THAT IS NOT ATTACHED TO CEILING GRID. SIDES OF PARTITION) PROVIDE ACOUSTIC BATT INSULATION BETWEEN STUDS AT SOUND AND DEMISING PARTITIONS I I END OF WALL OF WALL �. BLOCKING AT WALL HUNG ITEMS (WHERE APPLICABLE - REFER TO DRAWING PLANS) ALTERNATE FOR BLOCKING: BLOCKING AT WALL HUNG ITEMS (WHERE APPLICABLE - REFER TO DRAWING PLANS) ALTERNATE FOR BLOCKING: IJMIT LATERAL DETAIL LATERAL I BRACING AT WALL BRACING (STAGGERED) ( _ z _ ( PER TOP t ; _ ABOVE P. 20" +40" 20 WIDE SHEET METAL AT +40 FROM FLOOR TO BOTTOM ( IN 20" +40" 20 WIDE SHEET METAL AT +40 FROM FLOOR TO BOTTOM (IN (TYP.) WALL BRACING PLAN VIEW NTS / ' ✓ LIEU OF WOOD BLOCKING) HEAD SECTION LIEU OF WOOD BLOCKING) HEAD SECTION DRAWN BY: MW 4 „ _ PARTITION HEAD BRACING 1 -112 -1 -0 ` 5/8 GWB, TYPE 'X' EACH SIDE " '`' ":. :;; ;, ' 5/8" 5/8 GWB, CONTINUOUS 25 GA. METAL RUNNER CHANNEL, ANCHOR TO FLOOR AS REQUIRED WITH HILTI POWER DRIVEN FASTENER 3/4 MIN. EMBEDMENT AT `:: CONTINUOUS 25 GA. METAL RUNNER CHANNEL, ANCHOR TO FLOOR AS REQUIRED WITH HILTI POWER DRIVEN FASTENER 3/4" MIN. EMBEDMENT AT OR SIMILAR <. L ) CHECKED BY: GG ( �) ) j _= C JOB NO.: 00153.144 t ) ' ' � ''t �) TYPE X EACH SIDE 24" O.C. OR SIMILAR. FLOORING AS SCHEDULED SIDES OF 24" O.C. FLOORING AS SCHEDULED SIDES OF PARTITION) NO. REVISIONS INDICATED THUS A DATE BY BASE, AS SCHEDULED. / (BOTH SIDES OF PARTITION.) EXISTING STRUCTURE ) ;: '; - BASE, AS SCHEDULED. / (BOTH SIDES OF PARTITION.) EXISTING ) PERMIT SET 06/28/11 MW ) (BOTH PARTITION) J11111 11111 I (BOTH 111111 11111V 1 ) ��; < �� STRUCTURE BASE SECTION /� BASE SECTION �� PROVIDE ACOUSTIC BATT INSULATION BETWEEN STUDS AT SOUND AND �' 101 / I / / /j 2 -1/2" x 25 GA. METAL STUD AT 24" O.C. 'X' /// ...68 � . / 1. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL CONSTRUCTION MATERIALS AND PERFORMING ALL WORK IN ACCORDANCE WITH ALL APPLICABLE CITY, COUNTY, STATE AND NATIONAL BUILDING AND FIRE CODES. 2. THE GENERAL CONTRACTOR SHALL BE GOVERNED BY ALL CONDITIONS STATED AND DEPICTED WITHIN THE CONSTRUCTION DOCUMENTS FOR THIS PROJECT. ,3. THE GENERAL CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY ALL FIELD CONDITIONS PRIOR TO ORDERING MATERIALS OR COMMENCING THE WORK. 4. ALL DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND THESE DRAWINGS SHALL BE REPORTED TO MS&A FOR CORRECTIVE ACTION PRIOR TO PROCEEDING WITH THE WORK. 5. THE GENERAL CONTRACTOR SHALL VERIFY ALL BUILDING STANDARDS (B /S) AS DEPICTED OR LISTED IN THE CONSTRUCTION DOCUMENTS, CONTRACT DOCUMENTS OR THE BUILDING OWNER'S PROJECT MANUAL. 6. THE GENERAL CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND APPROVALS UNLESS NOTED OTHERWISE. 1 7. ALL WALLS, S, PARTITIONS AND CEILINGS SHALL BE INDEPENDENTLY BRACED AND SUPPORTED TO RESIST 8. THE GENERAL CONTRACTOR SHALL PROVIDE BLOCKING AT ALL WALL MOUNTED ITEMS. 9. THE GENERAL CONTRACTOR SHALL ALIGN AND FURR ALL INTERIOR PARTITIONS SO THAT FINISHES REMAIN FLUSH IN ROOMS AND CORRIDORS REGARDLESS OF PARTITION WIDTHS. 10. PROVIDE LEVELING THROUGHOUT THE SPACE FOR PROPER INSTALLATION OF EQUIPMENT, PARTITIONS, DOORS, GLUE -DOWN CARPET, ETC. A TOLERANCE OF 1/2" WITHIN TEN FEET IS ACCEPTABLE. 11. THE GENERAL CONTRACTOR SHALL REVIEW ALL REQUIRED SUBMITTALS AND PRODUCT SAMPLES PRIOR TO SENDING (3) HARD COPIES TO MS&A FOR REVIEW AND COMMENT. ..; �� 2 -1/2" x 25 GA. METAL STUD AT 24" O.C. _ 5/8" TYPE ) ) 5/8" 5/8 TYPE GWB EACH SIDE. PLAN VIEW DEMISING PARTITIONS . t ) ; GWB EACH SIDE. PLAN VIEW aim -) ■ - REVIFWFn FOR CODE COMPLIANCE 5 ABBREVIATIONS NA 6 TENANT INTERIOR PARTITION 1 -1/2" =1' -0" 7 SOUND PARTITION 1 -112" =1' -0" 8 NA NA . - - - a • 'JUL 0 EQ. 60" EQ. TI -1 COVER SHEET & DETAILS TI -2 CONSTRUCTION, REFLECTED CEILING & ELEC. /COMMUNICATIONS PLANS TENANT: AT 1044 City Of Tukwila BUILDING DIVISION REGIONAL AC C E PTA N C E RECEIVED JUN 29 2011 PERMIT CENTER 1' ilf ;Mt BRONZE COLORED EXTRUDED ALUMINUM FRAME AND GLASS CHANNEL SLIDING GLASS WINDOW t BYPASS SLIDING GLASS WINDOW TRANSACTION COUNTER 15" 12. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL MATERIALS AND METHODS REQUIRED TO EXECUTE THE WORK. THE CONSTRUCTION DOCUMENTS DO NOT INCLUDE PROVISIONS FOR BUILDING POLICIES IN REGARDS TO ACCEPTABLE HOURS OF WORK, SAFETY, NOISE, CONSTRUCTION ACTIVITIES OR CONDUCT OF PERSONNEL. REGULATIONS GOVERNING THESE ITEMS ARE TO BE SPECIFIED BY THE GOVERNING AGENCIES AND BY THE BUILDING OWNER OR THE BUILDING OWNER'S AUTHORIZED REPRESENTATIVE. 13. DO NOT SCALE DRAWINGS. 14. NO ALTERATION TO EXISTING STRUCTURAL ELEMENTS IS PERMITTED UNLESS SPECIFICALLY DEPICTED WITHIN THE APPROVED CONSTRUCTION DRAWINGS. 15. THE GENERAL CONTRACTOR SHALL COORDINATE THE ACTIVITIES OF SUBCONTRACTORS, TRADES, DELIVERIES, AND STAGING OF MATERIALS ON SITE. t 1%111.• 2 0 11 SHEET TITLE: (FIRST FLOOR) COVER SHEET & DETAILS 10" PLAM WITH 2 "H SELF EDGE _ _ __ _ _ _ __ _ _�_ _ _ \ .C11 i. i. V 11 TI -1 PROVIDE SUPPORT BRACKETS AS NEEDED, RAKKS OR EQUAL 3 N k $ 11$ RUBBER BASE " AS SCHEDULED, 1� BOTH SIDES C , i REPRODUCTION, ALTERATION OR PUBLICATION OF THIS DRAWING, WITHOUT EXPRESSED PERMISSION BY MS &A, IS A VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY MS &A 2011. T1-1 9 NA NA 10 ELEVATION 3/8" =1' -O" 11 SECTION 1" =1' -0" 12 SHEET INDEX NA OF 2 FORT DENT 11 e JE 102 SERVER 103 OPEN WORK AREA 13' -06" TELEPHONE CTRICAL 101 OPEN WORK AREA 0) 100 RECEPTION EXISTING BUILDING CORRIDOR 104 CONFERENCE 114 OFFICE 9 1 105 OPEN WORK AREA 113 HALLWAY 2' -6 co 112 OFFICE EQ. 106 OPEN WORK AREA 111 4 OFFICE Vr- EQ. O EXISTING BUILDING CORRIDOR 104 110 107 COPY / WORK 13'-6" 108 OFFICE HALLWAY 1 103 I A � O 109 OFFICE CONSTRUCTION PLAN 1/8" =1' -0" 0 5' 10' 20' 30' NORTH 1) OR ■E 1 107 105 106 102 103 TELEPHONE CTRICAL 101 L r -- 1 100 ali1111111111211E111111111•11111■11K...... e '. 114 113 / 112 108 111 110 J 109 102 TELEPHONE:', 101 103 4i 6 104 REFLECTED CEILING PLAN 1/8" =1' -0" 1), 0 5' 10' 20' 30' NORTH 111 NP N 110 A N N 108 109 N N J ELEC. /COMM. PLAN 1/8" =1' -0" 0 5' 10' 20' 30' NORTH MULJ PTN. --e MULJ PTN. CONSTRUCTION LEGEND n EXISTING BUILDING CORE EXISTING CORRIDOR PARTITION EXISTING DEMISING PARTITION NEW BIS TENANT INTERIOR PARTITION. SEE DETAIL 6/TI-1. NEW BIS SOUND PARTITION. SEE DETAIL 71TI -1. ALIGN REFLECTED CEILING LEGEND L I 1 I EXISTING CEILING GRID AND TILES TO REMAIN EXISTING 2'X4' RECESSED FLUORESCENT LIGHT FIXTURES TO REMAIN EXISTING 2'X4' RECESSED FLUORESCENT LIGHT FIXTURES TO BE UPGRADED FOR EMERGENCY LIGHTING. LAYOUT SHOWN IS CONCEPTUAL ONLY. EXISTING 2'X4' RECESSED FLUORESCENT LIGHT FIXTURES TO BE REMOVED /RELOCATED NEW OR RELOCATED BIS 2'X4' RECESSED FLUORESCENT LIGHT FIXTURE NEW OR RELOCATED B/S 2'X4' RECESSED FLUORESCENT LIGHT FIXTURES TO BE UPGRADED FOR EMERGENCY LIGHTING. LAYOUT SHOWN IS CONCEPTUAL ONLY. ® (N) EXISTING, U.N.O., B/S ILLUMINATED EXIT SIGN (DIRECTIONAL WHERE SHOWN). (N = NEW) i .(N) EXISTING, U.N.O., B/S LIGHT SWITCH. (N = NEW) LIGHTING CALCULATION EXISTING CEILING GRID, TILES AND FIXTURES TO REMAIN. EXISTING LIGHTING LAYOUT USES (24) FIXTURES. THE NEW LAYOUT RELOCATES OR REMOVES (9) OF THE EXISTING FIXTURES. 9 / 24 X 100 = 37.50% WHICH IS LESS THAN THE 60% ALLOWABLE CHANGE. ELEC. /COMM. LEGEND I© EXISTING, U.N.O., B/S WALL MOUNTED DUPLEX ELECTRICAL OUTLET Itilk EXISTING, U.N.O., B/S WALL MOUNTED DEDICATED 120V 20A DUPLEX ELECTRICAL OUTLET I EXISTING, U.N.O., BIS WALL MOUNTED FOURPLEX ELECTRICAL OUTLET. I EXISTING, U.N.O., B/S WALL MOUNTED DEDICATED 120 V 20A FOURPLEX ELECTRICAL OUTLET. Id EXISTING, U.N.O., B/S WALL MOUNTED COMBINATION VOICE/DATA OUTLET. -(s ELECTRICAL CONNECTION FOR TENANT'S FURNITURE PANEL (X) SYSTEM. (X) = QUANTITY OF WORKSTATIONS SERVED. EACH WORKSTATION TO RECEIVE POWER FOR (2) DUPLEX ELECTRICAL OUTLETS. VOICE / DATA CONNECTION FOR TENANT'S FURNITURE PANEL (X) SYSTEM. (X) = QUANTITY OF WORKSTATIONS SERVED. I-B BLANK FACE PLATE 'N' NEW 'U' UPGRADE EXISTING CONSTRUCTION NOTES 1. A CLEAR PATH OF EGRESS TRAVEL SHALL REMAIN OPEN AT ALL TIMES DURING THE TENANT IMPROVEMENT CONSTRUCTION. 2. ALL WALL IN FILLS TO ALIGN WITH ADJACENT SURFACES ON EACH SIDE. 3. DISRUPTION OF THE BUILDING FIRE ALARM, ELECTRICAL POWER, WATER, OR LIFE SAFETY SYSTEMS MUST BE COORDINATED WITH ALL GOVERNING AGENCIES AND THE BUILDING OWNER / MANAGEMENT. 4. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING WALLS SHOWN TO REMAIN ADJACENT TO NEW CONSTRUCTION. 5. PROVIDE WATER RESISTANT GYPSUM BOARD AT ALL WALLS, SOFFITS AND SURFACES SUSCEPTIBLE TO MOISTURE. 6. ALL DIMENSIONS INDICATED FOR PARTITIONS ARE FINISH SURFACE TO FINISH SURFACE, UNLESS NOTED OTHERWISE. 7. ALL DIMENSIONS ON THE CONSTRUCTION DRAWINGS MUST BE MAINTAINED. ANY DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS MUST BE REPORTED TO MSA FOR CORRECTIVE ACTION. 8. THE GENERAL CONTRACTOR IS TO PROVIDE (3) HARDCOPY SETS OF CASEWORK SHOP DRAWINGS TO MSA FOR REVIEW AFTER GENERAL CONTRACTOR HAS REVIEWED. REFLECTED CEILING NOTES DOOR SCHEDULE 6 ", UNLESS OTHERWISE NOTED NOTES: DOOR NUMBER TYPE OF DOOR A. NEW B/S 3' -0" WIDE SC WOOD DOOR IN BIS FRAME - HEIGHT TO MATCH EXISTING. HARDWARE a. B/S LOCKSET. b. FAIL SAFE LOCKSET AND CLOSER - DOOR TO REMAIN UNLOCKED IN DIRECTION OF EGRESS AT ALL TIMES. EXISTING DOOR TO REMAIN 1. PROVIDE CODE COMPLIANT HARDWARE. ALL HARDWARE TO BE LEVER -TYPE. HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34" MIN. AND 48" MAX. ABOVE THE FLOOR. 2. THE MAXIMUM FORCE FOR PUSHING OR PULLING OPEN DOORS OTHER THAN FIRE DOORS SHALL BE AS FOLLOWS: INTERIOR HINGED DOOR = 5.0 POUNDS (22.2 N), SLIDING OR FOLDING DOOR = 5.0 POUNDS (22.2 N). THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR IN A CLOSED POSITION. FIRE DOORS SHALL HAVE A MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. 3. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 0.5 INCH (12.7 MM) IN HEIGHT. RAISED THRESHOLDS AND FLOOR LEVEL CHANGES GREATER THAN 0.25 INCH (6.4 MM) AT DOORWAYS SHALL BE BEVELED WITH A SLOPE NOT GREATER THAN ON UNIT VERTICAL IN TWO UNITS HORIZONTAL (50- PERCENT SLOPE). 4. EXIT DOORS MUST REMAIN UNLOCKED AT ALL TIMES IN THE DIRECTION OF EGRESS. PASSAGE EXIT HARDWARE SHALL REQUIRE NO SPECIAL KNOWLEDGE OR ASSISTANCE TO OPEN OR TO ACCESS. 1. PRIOR TO INSTALLING ANY LIGHT FIXTURES ON THIS PROJECT, THE ELECTRICAL CONTRACTOR IS TO FIELD CHECK FOR ANY CONFLICTS WITH EXISTING MECHANICAL DUCT WORK, ELECTRICAL CONDUITS, PIPES, ETC. AT EVERY LIGHT FIXTURE LOCATION AS SHOWN ON THE REFLECTED CEILING PLAN. IF A CONFLICT EXISTS, THE ELECTRICAL CONTRACTOR IS TO NOTIFY THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR IS TO NOTIFY MSA OF THE CONFLICT(S) SO A NEW LAYOUT CAN BE GENERATED. NO LIGHT FIXTURES ARE TO BE INSTALLED UNTIL ALL CONFLICTS ARE RESOLVED. 2. GENERAL CONTRACTOR TO VERIFY EXISTING EMERGENCY EGRESS PATHWAY LIGHTING. DESIGN SHOWN ON REFLECTED CEILING PLAN IS CONCEPTUAL ONLY. EXISTING EMERGENCY PATHWAY LIGHTING TO REMAIN UNLESS NOTED OTHERWISE. PROVIDE ONE FOOTCANDLE OF ILLUMINATION AT THE EGRESS PATHWAY FLOOR LEVEL SUBJECT TO FIELD INSPECTION WHEN ALTERATIONS TO EXISTING EGRESS PATH OR EMERGENCY LIGHTING ARE REQUIRED. 3. THERE SHALL BE 42" CLEAR SPACE IN FRONT OF THE PANEL SIDE OF V.A.V. BOXES. IF LIGHTING LAYOUT CREATES A CONFLICT, NOTIFY MS&A PRIOR TO ANY INSTALLATION. THIS IS TO INSURE NO FIELD REVISIONS WILL BE REQUIRED. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ANY DAMAGED CEILING TILES AND GRID OR EXTENDING ACT CEILING OR GWB CEILING AS NECESSARY TO MATCH EXISTING AS REQUIRED. 5. DAYLIGHT ZONE CONTROL: ALL DAY LIGHTING AS DEFINED IN CHAPTER 12, BOTH UNDER OVERHEAD GLAZING AND ADJACENT TO VERTICAL GLAZING, SHALL BE PROVIDED WITH INDIVIDUAL CONTROLS, OR DAYLIGHT OR OCCUPANT SENSING AUTOMATIC CONTROLS, WHICH CONTROLS THE LIGHTS INDEPENDENT OF THE GENERAL LIGHTING AREA PER 1513.3 OF THE WASHINGTON STATE ENERGY CODE. 6. CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF FIRE SPRINKLERS DESIGN AND CONSTRUCTION. IN THE EVENT OF A CONFLICT REGARDING NEW LIGHTS, WALLS, SOFFITS, AND OTHER FIXTURES, THE SPRINKLER HEADS MUST BE MOVED. 7. COMMISSIONING REQUIREMENTS: FOR LIGHTING CONTROLS WHICH INCLUDE DAYLIGHT OR OCCUPANT SENSING AUTOMATIC CONTROLS, AUTOMATIC SHUTOFF CONTROLS, OCCUPANCY SENSORS, OR AUTOMATIC TIME SWITCHES, THE LIGHTING CONTROLS SHALL BE TESTED TO ENSURE THAT CONTROL DEVICES, COMPONENTS, EQUIPMENT AND SYSTEMS ARE CALIBRATED, ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND FILED WITH THE OWNER. DRAWING NOTES SHALL REQUIRE COMMISSIONING IN ACCORDANCE WITH THIS NOTE. SWEEP CONTROLLERS ARE NOT BUILDING STANDARD, USE OCCUPANCY SENSORS AS REQUIRED. REFLECTED CEILING KEYNOTES 1O CONTRACTOR TO RE- CIRCUIT EXISTING MASTER SWITCH TO BE A 3 -WAY SWITCH INCORPORATED WITH SWITCH AND BACK ENTRY. ELEC / COMMUNICATIONS NOTES 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE NATIONAL ELECTRICAL CODE (NEC), LOCAL ELECTRICAL UTILITY PROVIDERS REQUIREMENTS AND THE APPROVED GOVERNING AGENCY. 2. ALL ELECTRICAL OUTLETS TO BE MOUNTED AT 15" A.F.F. (AT BASE OF OUTLET) PER W.S.B.C. REQUIREMENTS, U.N.O. 3. ALL DATA AND COMMUNICATION LINES TO BE ROUGH -IN ONLY (MUD RING WITH PULL STRING), U.N.O. 4. THE GENERAL CONTRACTOR SHALL CHECK AND MAINTAIN ALL EXISTING OUTLETS TO REMAIN AS ACTIVE OUTLETS UNLESS LOCATION CONFLICTS WITH NEW CONSTRUCTION OR LAYOUT. PROVIDE NEW COVER PLATES AND RECEPTACLES TO MATCH B /S, U.N.O. 5. THE GENERAL CONTRACTOR SHALL COORDINATE ALL ELECTRICAL AND LIGHTING INSTALLATION WITH THE CASEWORK AND FURNITURE SYSTEMS PROVIDERS. 2,0 REVIEWED FOR CODE COMPLIANCE APPROVED 'JUL 0 7 2011 City of Tukwila BUILDING DIVISION ECEIVED JUN 29 2011 PERMIT CENTEF FORT DENT 11 6840 FORT DENT WAY TUKWILA, WASHINGTON 98188 6512 EOR.EH GOO 'F STAT OF WA Marvin Ste planning sociates, LLC design 2221 Fifth Avenue, Seattle, Washington 98121 (206) 441 -1449 DRAWN BY: MW CHECKED BY: GG JOB NO.: 00153.144 NO. REVISIONS INDICATED THUS DATE PERMIT SET BY 06/28/11 MW TENANT: REGIONAL ACCEPTANCE SHEET TITLE: (FIRST FLOOR) CONSTRUCTION, REFLECTED CEILING & ELEC. /COMM.PLANS REPRODUCTION, ALTERATION OR PUBUCA11ON OF THIS DRAWING, WITHOUT EXPRESSED PERMISSION BY MS &A, IS A VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY MS &A 2011. TI -2 OF