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HomeMy WebLinkAboutPermit D10-217 - NC MACHINERY - BUILDING 4 - ROLL-UP DOORNC MACHINERY 17900 WEST VALLEY HY D10-217 City oikukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 3623049011 Address: 17900 WEST VALLEY HY TUKW Suite No: Project Name: NC MACHINERY DEVELOPMENT PERMIT Permit Number: D10-2 1 7 Issue Date: 09/03/2010 Permit Expires On: 03/02/2011 Owner: Name: HARNISH GROUP INC Address: PO BOX 3562 , SEATTLE WA 98124 Contact Person: Name: JIM KITCHEN Address: PO BOX 549 , SUMNER WA 98390 Contractor: Name: J V KITCHEN CONSTRUCTION INC Address: PO BOX 549 , SUMNER WA 98390 Contractor License No: JVKTTI *055PE Phone: 253 405 -8319 Phone: 253 848 -6873 Expiration Date: 02/20/2012 DESCRIPTION OF WORK: INSTALLATION OF NEW 12 X 12' ROLL -UP DOOR TO EXISTING BUILDING BAY ON NORTH WALL - BUILDING 4 Value of Construction: $4,500.00 Fees Collected: $306.95 Type of Fire Protection: AFA International Building Code Edition: 2009 Type of Construction: VB Occupancy per IBC: 0019 * *continued on next page ** doc: IBC -10/06 D10 -217 Printed: 09 -03 -2010 City ollTukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: D10-217 Issue Date: 09/03/2010 Permit Expires On: 03/02/2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Private: Public: Profit: N Non - Profit: N Private: Public: N Permit Center Authorized Signature: A 1 Date: D°l[aIA V� I hereby certify that I have read and = xa ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complie with whether specified herein or not. The granting o •'s permit does not pre • e to give authority to violate or cancel the provisions of any other state or local laws regulating constructio • - performance o work I authorized to sign and obtain this development permit. Signature: , 1 Date: Print Name: 3IPW14 `_S VtC4-Cl/te(/\ 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. doc: IBC -10/06 D10 -217 Printed: 09 -03 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 3623049011 Address: 17900 WEST VALLEY HY TUKW Suite No: Tenant: NC MACHINERY PERMIT CONDITIONS Permit Number: D10-217 Status: ISSUED Applied Date: 08/17/2010 Issue Date: 09/03/2010 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 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. 4: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 5: 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. 6: Manufacturers installation instructions shall be available on the job site at the time of inspection. 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 8: 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. 9: ** *PLANNING DEPARTMENT CONDITIONS * ** 10: No heavy equipment shall be located in or driven through the 50 foot wetland buffer area located to the east of the building m which the new door will be added. 11: ** *FIRE DEPARTMENT CONDITIONS * ** 12: 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) 13: 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 the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 14: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) doc: Cond -10/06 D10 -217 Printed: 09 -03 -2010 0 • City of Tukwila o' �Z Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 15: Arty overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 16: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Cond -10/06 D10 -217 Printed: 09 -03 -2010 City of Tukwila \y Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us • I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and 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 provision of any other work construction or the performance of work. Signature. Print Name: Kt 1-ellIP A Date: qL-3--/o ordinances governing or local laws regulating doc: Cond -10/06 D10 -217 Printed: 09 -03 -2010 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Building Permit No. V l 0 — 2 \1 Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No. Project No. (For office 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: c100 vc! 1ST VA I,L eY tow / Tenant Name: NC MA-Cl'4 LNIMizt / King Co Assessor's Tax No.: 3Cdl3 © ¢ ^ci.O 11 Suite Number: Floor: New Tenant: ❑ Yes ..No Property Owners Name: 44Aj2 IS Mailing Address: j 1 ci bO W G&T VA LLEV rIW Y City WA State a8(48?, Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: 41(Y) Li Cti'E1N1. Mailing Address: 420 60)c 5 4,41, E -Mail Address: JV V L/%I& C AOL ► cOM Day Telephone: Z33 '405,13 31q 5k/buy eJe WA Q83ga City State Zip Fax Number: 2,1'3 b2cs ' GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: - V 14 irterteN 60N U " ION 1 i- Mailing Address: 9b WX, 5461, Contact Person: 41 1 PVt 1 1'G e■1 E -Mail Address: J v k,/N t �• �CO3i1.'1 Contractor Registration Number: J Jfr 11'1 -ir054 p• WA cret3q® City State Zip Day Telephone: 26'3..1348 - bY73 Fax Number: 6, S - 776 — b20 �p Expiration Date: ARCHITECT OF RECORD — All plans must be stamped by Architect of Record Company Name: Mailing Address: City Contact Person: Day Telephone: Fax Number: E -Mail Address: State Zip ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: t , L 131.42 S s I lrC 00212. -atvo five Ef� Mailing Address: 20 7 f C ? isv - �D . � sate. l 1 L-E ¥v)1- ea lad City State Zip Day Telephone: 2b ":03- 69-0 E -Mail Address: Fax Number: .2f)6 -, t7 2'9^ €3.08 Contact Person: t �-a t- • C%I26S$ H:Applications\Forms- Applications On Line\2010 Applications \7-2010 - Permit Application.doc Revised: 7 -2010 bh Page 1 of 6 BUILDING PERMIT INFORMATIOIP— 206 - 431 -3670 -)k Valuation of Project (contractor's bid price): $ 500 - 06 Existing Building Valuation: $ Scope of Work (please provide detailed information): tNS t(%,A1-1 NI OP NEW 121 ;(122 et91.-17 tip 000 e-jb ,e,Dc i ST" t o) LP1 Nb it( (PM 1Q1)11-7171 A606. 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 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 ❑ No If `yes ', explain: 4 FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers At Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If 'yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11" paper including quantities and Material So ety ata 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 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC lst Floor - ict r -4-14, 2 �r'L Peo L. Ve M 2nd Floor 3`d Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If `yes ', explain: 4 FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers At Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If 'yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11" paper including quantities and Material So ety ata 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 — Applicable 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. BUILDING 0 Signature: r ER OR AUT AGENT: Date: ' n. I.O Print Name: C./ /I w lbeNcie SC dA r Day Telephone: `2,(j ^ y 6K- 3' Mailing Address: ! M 3--f tc t(A-oQ (' 34 //\0 j �2 l t /4 li 3 9 City State Zip IDate Application Accepted: h09 Date Application Expires: L1 \ H:Wpplications\Forms- Applications On Line\2010 Applications \7 -2010 - Permit Appltcation.doc Revised: 7 -2010 bh Staff Initials: ,,-,,- Page 6 of 6 1 • City of Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 3623049011 Address: 17900 WEST VALLEY HY TUKW Suite No: Applicant: NC MACHINERY RECEIPT Permit Number: D10-217 Status: PENDING Applied Date: 08/17/2010 Issue Date: Receipt No.: R10 -01600 Initials: User ID: Payee: JEM 1165 Payment Amount: $306.95 Payment Date: 08/17/2010 10:00 AM Balance: $0.00 J. V. KITCHEN CONSTRUCTION, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 7709 306.95 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: $306.95 183.30 119.15 4.50 PAYMENT RECEIVED doc: Receiot -06 Printed: 08 -17 -2010 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 Project: AC J� i� Type of Inspection: t, k Address: Date Called: Special Instructions: Date Wanted: 10 1,) �` . 10 a. lk p.m. Requester: t Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1 PECTION FEE REQU ' ED. Prior to nlxt inspection, fee must be at 6300 Southcenter Blv . Suite 100. all to schedule reinspection. - INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWIL-A BUILDING DIV.ISI.ON 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Projec i Type of Inspecti n: p( )11—ALU:A60 AdddreeDss. � Date Called: .. pecial Instructions: • . I bate Wanted: +� a.m. -2_41,---k) Requester: Phone No: _ 'z_5- 4 °5 -53'1 • RApproved per applicable codes. ' ❑•Corrections•required prior to approval.. • P COMMENTS: itiebric r %t Sees lion 'P. f.4!1 9 ` Yee faejVp -,04Ai i 1114 i i& t J erdtpef - • Inspector: Date: 'TA IV Jai bb REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. IratearAINP: sry w..wS+.im+.r' -+aaw• v7. ■•• uatte,p,-; ..a.: 421. •tti•••:+, --.. • w 1. • INSPECTION RECORD r-7 Retain a copy with permit IN CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION * 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit InspectioRequest Line (206) 431 -2451 Proj ((c ` Type orf Inspection` Addrest: ,,,�' (1 gCt toJEJ tt e Date Called: Special Instructions: Date Wanted: 1` "1-� -- t me Requester: Approved per applicable codes. NTS: ElCorrections required prior to approval. ri R SPE ION FEE REQUIR ' . Prior to n xt inspection. fee must be • p. id at 6.00 Southcenter Blvd:. Suite 100. ll to schedule. reinspection. i.skalt=or • ��s rte. : .mar. .94Iiht=gewir-esT. 24a2941ade.9 • • . TNSPECTION"NUMBER • • INSPECTION . RECORD Retain a copy with permit C. .PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Project: Alt L , BicktEt.i. Type of Inspection: Address: i oo LO .Ni Suite #: o Kdontact Person: -1�+.► 14;4'ckg.... Special Instructions: Hood & Duct: Phone No.: z 5.-,...., has s3 (1 Approved per applicable codes: nCorrections required prior to approval: COMMENTS: "t, V) 4. re. - e _( g ,.r, 4 74'04 w• Needs Shift Inspection: [ Date: 4tivobiriz Sprinklers: Fire Alarm: 1 Hood & Duct: Monitor: -;( Pre- Fire: • Permits: Occupancy Type:. Inspector [ Date: 4tivobiriz Hrs.: (..0 • $80.00 REINSPECTION FEE REQUIRED. You tJII receive ah invoice from the City of Tukwila Finance Department.. Call to schedule a reinspection: Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P; 113 Map of 17900 W Valley Hwy, Seattle, WA 98188 -5533 Map of 17900 W Valley Hwy, Seattle, WA 98188- 5533 AiloOL When using any driving directions or map, it's a good idea to do a reality check and make sure the road still exists, watch out for construction, and follow all traffic safety precautions. This is only to be used as an aid in planning. FILE COPY Permit Noe. REVIEWED FOR CODE COMPLIANCE APPROVE SE 01 2010 Lt City of Tukwila BUILDING DIVISION Page 1 of 1 RECEIVED CITY OF TI IKWILA AUG 1 7 2010 PERMIT CENTER '910-9_11 http: // maps. yahoo.com / print ?mvt =s &ioride= us &tp =1 &stx =NC MACHINERY, SEATTK... 8/13/2010 King County: Parcel Viewer map frame 171 Q� ',362304KYDR 1\\ •Green River 3523049097 3823049060 Tukwila y': 1 3623049039 • lad( H -sr - -. 3623049011 3673049057 36113049062 3623049011 . 3$23049034 3625049035 gs- 35230490%9 3673048017 ( 9 3623049013 0 S 1 0000200007 0000206003 000260017 0 : 0000200006 : 0000200014 0000200012 0000200013 ,yS Misr ST ' 1 . 3585790010 (8Q2304908Ing County REVIEWED FOR CODE COMPLIANCE API:MIMVED SEP 01 2010 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKIMLA AUG 17 2010 PERMIT CENTER Pl° 24.---1 I e 0, CryCfCr cr r _ ,-,7.. --- - ( ((CC ( CC's (t'` Kent 0000200015. 0 ®9511 FILE COPY Permit No. 50' Page 1 ot 1 eSk \)P/\'\e 124 463 3g` r , -7-6-.), 1.<0 l/( /r ((.. (rir1-mc ce , < <( http:// www5. kingcounty.gov /parcelviewer/MapFrame.htm € r rcg 7/20/2010 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director JIM KITCHEN PO BOX 549 SUMNER WA 98390 RE: Permit No. D10 -217 17900 WEST VALLEY HY TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 03/29/2011. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, , provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 03/29/2011, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, "-1›10. 'Pc-.1___ Bill Rambo Permit Technician File: Permit File No. D10 -217 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 � ,ERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -217 DATE: 08/17/10 PROJECT NAME: NC MACHINERY SITE ADDRESS: 17900 WEST VALLEY HY X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: :ui ding Division Illi PubSc WoN14- VA0 Fire Prevention Structural gr D G Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete K.- Comments: Incomplete DUE DATE: 08/19/10 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: Building Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09/16/10 Approved Approved with Conditions Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documentshouting slip.do[ 2 -28 -02 Contractors or Tradespeople Pier Friendly Page • General /Specialty Contractor A business registered as a construction contractor with LEI 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 J V KITCHEN CONSTRUCTION INC UBI No. 601654171 Phone 2538486873 Status Active Address Po Box 549 License No. JVKITI'055PE Suite /Apt. License Type Construction Contractor City Sumner Effective Date 10/5/1995 State WA Expiration Date 2/20/2012 Zip 98390 Suspend Date County Pierce Specialty 1 General Business Type Individual Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status JVKITC'066KRJ V KITCHEN CONSTRUCTION Construction Contractor General Unused 5/19/1994 5/15/1996 Archived Business Owner Information Name Role Effective Date Expiration Date KITCHEN, JAMES V Owner 01/01/1980 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date CBIC 640714 10/01/2001 Until Cancelled $12,000.00 09/13/2001 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 16 CBIC G11640714 02/07/2010 02/07/2011 $1,000,000.0002 /02/2010 15 CBIC G11640714 10/01/2008 10/01/2010 $1,000,000.0009 /11/2009 14 CBIC G11640714 02/07/2008 02/07/2009 $1,000,000.0002 /07/2008 13 COLONY INS CO CL3466741 02/15/2007 02/15/2008 $1,000,000.0002 /13/2007 12 AMERICAN STATES INS CO 01CG73333120 02/15/2006 02/15/2007 $1,000,000.0002 /13/2006 11 AMERICAN STATES INS CO 01CG73333110 02/15/2005 02/15/2006 $1,000,000.0002 /16/2005 10 CAPITOL SPECIALTY INS CORP CS00205116 02/15/2004 02/15/2005 02/15/2005 $1,000,000.00 02/17/2004 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 /Print. aspx 09/03/2010 11 0" :W OPENING HEIGHT ILL BE CUT OUT OF HE EXISTING WALL ROOF TRUSS TYP. FILE COPY Permft No. r x 6" WOOD STUDS TYP. 13' 0" 16" O.C. • . .�_l.. -- A. nr.wr►. nh� :■N11l7.R.;e"NIt u wl 1. ,i.Iy.�kIM�IY ItiI'Y WILL BE INSTALLED ACROSS THE TOP OF THE NEW DOOR OPENING FOR SUPPORT REVIEWED FOR CODE COMPLIANCE AP P VED SE 01 2010 (5-4A 40 Cedin City of Tukwila BUILDING DIVIRIf1N 12' 0" NEW OPENING WIDTH WILL BE CUT OUT OF THE EXISTING WALL /5 /a I // 14. ) EXISTING WALL IS 2" X 6" WOOD STUDS WITH R -19 INSULATION (THE OUTSIDE IS 518" GYP - BOARD AND METAL SIDING) 2 "X6" WOOD WILL BE DOUBLED TO PROVIDE . _ SUPPORT AS WELL AS DOOR JAMBS FOR THE NEW SECTIONAL DOOR (SAME BOTH SIDES) 4' EXISTING CONCRETE FOOTING ROOF TRUSS DAVIS DOORSERVI 2021 Scan Grand St Seattle, WA 99144 1400.0813765 FAX: 208-0249104 EMAIL: inla®aa4Maoor.00rn NEW OPENING FOR A SECTIONAL DOOR INSTALLATION METAL BUILDING SIDING ON THE EXTERIOR NEW GLUE -LAM NEW2 "X6" WOOD DOOR JAMB CONCRETE FOOTING AND FLOOR WITH REBAR. TYP. 5LAO VIEW 1 IS SHOWN ABOViRECEIVED CITY OF TUKWILA AUG 17 2010 PERMIT CENTER PROPOSAL JOS 6 N C POWER SYSTEMS JOB NAME CONTRACTOR SUBCONTRACTOR ARCHITECT NOTES '1." : 1'- 0" SCALE WAYNE SMITH - DAG ORDERED BY KEVIN PURDIE DRAWN BY 1126/10 DATE N C POWER SYSTEMS - NEW OPENING COMPUTER FILE NAME DRAWING A 1 OF 1 DID -21'I GENERAL STRUG NOTES (The following apply unless shown otherwise on the plans) CHEM ALL NEW MATERIALS. WOR <MANSHIP. DESIGN. AND CONSTRUCTION SHALL CONFOFt1 TO NE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2009 EDITION). DESIGN LOADING CRITERIA ROOF LIVE LOAD (SNOW, IRREDUCIBLE, NOT INCLUDING DRIFT) 25 PSF FLOOR LIVE LOAD (OFFICES) 50 PSF FLOOR LIVE LOAD (PARKING) 50 P5F FLOOR LIVE LOAD (STORAGE) 125 PSF WIND 85 MPH, EXPOSURE "B" Kzt =l0 EARTHQUAKE Se =1391 , 51 = 0.415, SITE CLASS = D (ASSUMED), ads = 921, SdI = .482, SDC =D, BSFRS = WOOD 5I•EATHED SHEAR WALLS R = 65 DESIGN BASE SHEAR V = .14W, EQUIVALENT LATERAL FORGE PROCEDURE SEE PLANS FOR ADDITIONAL LOADING CRITERIA REVIEWED FOR— CODE COMPLIANCE APPROVED SEP 01 2010 City of Tukwila BUILDING DIVISION 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONANCTION 1111114 ARCHITECTURAL AND ALL OTHER DISCIPLINES' DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIXES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOW ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE FIELD VERIFIED BY THE CONTRACTOR OR TIE CONTRACTOR'S SUBCONTRACTOR CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORP1 THE WORK CONTRACTORtiNITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES 5140W14 ONLY ON SHOP DRAWINGS WILL NOT SATISFY THIS REQUIREMENT. BrSPEC1i0NB 8. INSPECTION: EXPANSION BOLTS AND THREADED EXPANSION INSERTS, DRILLED AND EPDXIED BOLTS, RODS AND ANCHORS, SHALL BE SUPERVISED N ACCORDANCE WITH SECTION 109, SECTION 1104, AND SECTION 1108 OF THE INTERNATIONAL BUILDING CODE BY A QUALIFIED TESTING AGENCY CONTRACTED BY THE OWNER NE STRUCTURAL ENGINEER SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION REPORTS AND TEST RESULTS. Caralratralli 9. FOUNDATION AND SLAB NOTES: SUB -GRADE PREPARATION INCLUDING DRAINAGE, EXCAVATION, COMPACTION, AND FILLING REQUIREMENTS, SHALL CONFORM STRICTLY WITH REC0MMENDATICNS GIVEN BY THE REPRESANTITIVE OF THE LOCAL BUILDING DEPARTMENT AT THE TIME CF EXCAVATION. FILE COPY PPrm1t Nn. FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH (CONTROLLED, COMPACTED STRUCTURAL FILL OR BOTH) AT LEAST 18" BELOW LOWEST ADJACENT FINISHED GRADE. FOOTING DEPTHS/ELEVATIONS 5H0UN ON PLANS (OR N DETAILS) ARE MINIMUM AND FOR GUIDANCE ONLY. ALLOWABLE SOIL PRESSURE 2000 PSF (ASSUMED) LATERAL EARTH PRESSURE (RESTRAINEDNNRESTRAINED) 60 PCF/35 PCF (ASSUMED) ElkaM?ICN DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMME CNG ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. EXISTING REIR•ORCI% SHALL BE SAVED WHERE AND AS NOTED ON THE PLANS. SAW CUTTING, IF AND WHERE USED, SHALL NOT CUT EXISTING REINFORCING THAT 15 TO BE SAVED. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. A. ALL NEW OPENINGS THROUGH EXISTING WALLS, SLABS AND BEAMS SHALL BE ACCOMPLISHED BY SAW CUTTING U.4EREYER POSSIBLE. B. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATION of MEMBERS PRIOR TO CUTTING ANY OPENINGS. C. SMALL ROUND OPENINGS SHALL BE ACCOMPLISHED BY CORE DRILLING, IF POSSIBLE IL NEW 01 310E BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH IBC SECTION 1905 AND ACI 301 CONCRETE SHALL ATTAIN A 28-DAY STRENGTH CF f'c = 2,500 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5 -1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 6" OR LESS. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR - ENTRAINED WITH AN AIR - ENTRAINING AGENT CONFORMING TO ASTM 0260 -01, C494M -05a, C618-03, 0989 -05 AND CI0I1M -05. TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH ACI 318 TABLE 421 12. REINFORGMG STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT SI), GRADE 60, fy = 60,000 PSI. EXCEPTION: ANY BARS SPECIFICALLY NOTED ON THE DRAWINGS AS YsRADE 40', fy = 40,000 PSI. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE UELDED SHALL COt•FORM TO AM 4106. REINFORCING COMPLYING WITH AM 4615(51) MAY BE WELDED ONLY F MATERIAL PROPERTY REPORTS INDICATING CONFOFS1ANCE WITH WELDING PROCEDURES SPECIFIED IN AJUS. DI.4 ARE SUBMITTED. 13. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH SP -66 (04), ACI DETAILING MANUAL AND THE LATEST EDITION OF ACI 318. LAP ALL CONTINUOUS REINFORCEMENT 30 BAR DIAMETERS OR 2' -0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS 30 BAR DIAMETERS OR 2' -0" MINIMUM. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BEM UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE 51 RUCTUR4L ENGINEER RECEIVED CITY OF TUKWILA AUG 17 2010 PERMIT CENTER P10 2-fl I.L. GROSS MUM= wane= 707 Fleir AE1SE SOUTH SIIE LSO � 7D6 aa� -aae, REVISIONS IA A _o Pno4 TITLE GENERAL STRUCTURAL NOTES OESIMED BRAWN CHEERED wa QA1E 6/06/1010 JOB WINER 1 PERMIT SET S1.0 ORAL STRUCTURAL TOTES CONTIIlED (The Following apply unless shown otherwise on the plans) 14. EPDXY - GROUTED ITEMS SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH 14IT -RE500 ADHESIVE ANCHOR SYSTEMS AS MANUFACTURED BY HILTI, NC. OR SET -XP HIGH STRENGTH ADHESIVE ANCHOR SYSTEM AS MANFACTURED BY SIMPSON STRONG -TIE OR AN ENGINEER APPROVED ALTERNATE THAT HAS IMO TEST DATA FOR THEIR SPECIFIC PRODUCT AND APPLICATION. INSTALL N STRICT ACCORDANCE WITH I.C.BA. REPORTS FOR SPECIFIC EPDXY UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS HOLE SIZE SHALL BE 1/8" LARGER THAN BAR ROD OR BOLT SIZE NOTE: NO WELDING 15 TO TAKE PLACE WITHIN 14" OF HARDENED EPDXY. 15. EXPANSION BOLTS 11410 CONCRETE SHALL BE KWIK BOLT TZ WEDGE ANCHOR' AND THREADED EXPANSION INSERTS INTO CONCRETE OR CONCRETE MASONRY UNIT SHALL BE 1401 DROP N ANCHOR BOTH AS MANUFACTURED BY WILTI, INC OR APPROVED EQUAL INSTALLED N STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS, NCLUDNG MINIMUM EMBEDMENT REQUIREMENTS. INSERTS INTO CONCRETE MASONRY UNITS SHALL BE NTO FULLY GROUTED CELLS. SPECIAL INSPECTION IS REQUIRED FOR ALL EXPANSION BOLT AND INSERT INSTALLATION. REFER TO ICC REPORT '1385 OR '2895 FOR INFORMATION. iraZ lb. FRAMING LUMBER SHALL BE KILN DRIED, AND GRADED AND MARKED 114 CONFORMANCE 1.111114 WCCLB. STANDARD GRADING RULES FOR WEST COAST LUMBER 140. 16, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS, UNLESS OTHERWISE NOTED CN THE PLANS: POSTS AND TIMBERS: (6 X 6 AND LARGER) DOW FIR '2 MINIMUM BASIC DESIGN STRESS, Fb = 900 PSI TYPICAL STUDS. PLATES 4 MISCELLANEOUS LIGHT ROAMING: DOW FIR STANDARD GRADE MINIMUM BASIC DESIGN STRESS, Fb = 515 PSI BOLTED FRAMING: STUDS. LEDGERS. AND PLATES DOW FIR'1 MINIMUM BASIC DESIGN STRESS, Fb = 900 PSI 11. GLUED LAMINATED nitINg. SHALL BE FABRICATED IN CONFORMANCE WITH ANSI / AITC AI90.1 -2002, AMERICAN NATIONAL STANDARDS INSTITUTE AND ASTM P3131 -05. EACH MEMBER SHALL BEAR AN AJ.TCC. IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN AMC. CERTIFICATE OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F -V3, Fb = 2,400 PSI, Fv = 165 PSI. ALL CANTILEVERED BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F -V8, Rb = 2400 PSI, Fv = 165 PSI. CAMBER ALL GLULAM BEAMS TO 2,000 FT RADIUS, UNLESS 5440(114 OTHERWISE ON THE PLANS. USE YsLr SERIES HANGERS AS REQUIRED TO FIT GLU -LAM BEAMS U.014. 18. ENGINEERED LIPIEER SHALL BE DESIGNED AND MANUFACTURED TO THE STANDARDS SET FORTH IN THE NATIONAL EVALUATION SERVICE, NC. (NES) REPORT 140. NER -481, ICC ES REPORT ESR -1381, AND THE CANADIAN CONSTRUCTION MATERIALS CENTRE (CCMC) REPORTS 140. 11161 -R (PSL ONLY) AND 12621 -R (LSL ONLY). EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER THE GRADE, THE NATIONAL RESEARCH BOARD NUMBER, AND 11-E QUALITY CONTROL AGENCY. ALL MEMBERS ARE TO BE FREE OF MECHANICAL CONNECTIONS 114 ROLL- LENGTH MEMBERS. ADHESIVES SHALL BE OF THE WATERPROOF TYPE CONF0FSIING TO THE REQUIREMENTS OF AM 0 -2559. PARALLEL STRAND LUMBER (PSL }. Fb = 2900 PSI, E =2.0x 106 PSI, Fv =290 PSI. LAMNATED VENEER LUMBER (LVL): Fb = 2600 PSI, E =lox 106 PSI, Fv =285 PSI DESIGN SH0(114 ON PLANS IS BASED ON LUMBER MANUFACTURED BY THE TRUS -JOIST CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY NE ARCHITECT AN0 STRUCTURAL ENGINEER ALTERNATE JOIST HANGERS A140 OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHORN PROVIDED THEY INAVE ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL PARALLAM BEAM HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE N SIZE WITH BEAM PROVIDED, USE Ys LW SERIES HANGERS AS REQUIRED TO FIT BEAM U.ON. 19. PLYWOOD SHEATHING SHALL BE GRADE C -D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE 114 CONFORMANCE WITH DOC PSI. SEE PLANS FOR THICKNESS, PANEL IDENTIFICATION INDEX AND NAILING REQUIREMENTS. 20. ALL WOOD noam EXPOSED TO WEATHER OR 114 DIRECT CONTACT WITH SOIL SHALL BE PRESSURE - TREATED W1114 ALKALINE COPPER QUATERNARY (ACQ). ALL INTERIOR INCLUDING CRAW-SPACES) WOOD MEMBERS N DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE- TREATED WITH SODUIM BORATE (SBX). PROVIDE TWO LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, ETC, AND CONCRETE OR MASONRY. ALL METAL CONNECTORS IN CONTACT WITH "ACQ" PRESSURE- TREATED LUMBER SHALL BE TYPE 304 OR 316 STAINLESS STEEL. 11-115 INCLUDES WASHERS, SCREWS, NAILS, HANGERS, AND ANY OTHER MISCELLANEOUS LT. GAGE METAL CONNECTORS. WHERE ACQ LUMBER IS USED IN INTERIOR CONIDITIONS, GI85 ( "HOT -DIP" GALVANIZED TO 185 OUNCES PER SQUARE FOOT) METAL CONNECTORS MAY BE USED 114 LIEU OF STAINLESS STEEL METAL CONNECTORS 1/2" THICK OR GREATER NEED NOT BE GALVANIZED FOR INTERIOR USE, NOR DO THEY NEED TO BE STAINLESS STEEL FOR EXTERIOR USE METAL CONNECTORS 1/2" THICK PLUS ARE TO BE GALVANIZED FOR EXTERIOR USE, UNLESS SPECIFIED OTHERWISE BY THE ARCHITECT. 21. ljnIEL CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG-TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG 140.0 -2009. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE 1080 APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER CONNECTORS SHALL BE INSTALLED 114 ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE -HALF OF THE NAILS OR BOUTS N EACH MEMBER. ALL BOLTS N WOOD MEMBERS SHALL CONFORM TO ASTM A301. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS A140 LAG SCREWS BEARING ON WOOD. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. 22. WOOD FRAMING NOTES -- THE FOLLOWING APPLY UNLESS OTI ERIUISE SHORN ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT 51-101LN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 230491 OF THE INTERNATIONAL BUILDING CODE UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. COORDINATE THE SIZE AND LOCATION Of ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. PROVIDE WASI-ERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LACs SCREWS !BEARING ON WOOD. B. WALL FRAMING: ALL STUD WALLS SHOWN 4140 NOT OTHERWISE NOTED SHALL BE 2 x 4 STUDS i6" 0.C. AT INTERIOR WALLS AND 2 x 6 e 16" O.G. AT EXTERIOR WALLS. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. TWO 2 x 8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR 11100D COLUMNS AND BEARNG 5110 PACKS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID BLOCKING AT MID!sWEIGHT OF ALL STUD WALLS OVER 8' 114 INEIGHT. - REVIEWED FOR - CODE COMPLIANCE APPRflVED SEP 01 2010 City of Tukwila BUILDING DIVI4if1P RECEIVED CITY OF TUK ILA AUG 17 2010 PERMIT CENTER (EXISTING) 40'-6° (E) PAVED PARKING AREA (EXISTING) &r-o' (E) FLOOR SLAB r L (E) GARAGE SLAB ON GRADE (E) UTILITIES TO REMAIN (PROTECT DURING CONSTRUCTION) , REM J FOUNDATION PLAN sake 1/8' ■ (E) PAVED DRIVEWAY J REVIEWED FOR CODE COMPLIANCE APP flVED SEP 01 2010 City of Tukwila BUILDING DIVI41nI4 RECEIVED CITY OF TUKWILA AUG 17 2010 PERMIT CENTEF I.L. GROSS ERRUC'PORAL ENCONIARS 207 naT AIN E SCUM SAE 250 rS teo6) g-ooe REVISIONS NO _MTE Cesa__ TITLE FOUNDATION PLAN MEWED CRM CHECKED HIS NJf DARE 9/00/2010 NW8ER 102799.33 PERMIT SET 52.0 r (E) NDR NEW PSL 5'4xIVV4 NEW 12' -0' OPENING 2/53.1 EA SIDE L r -L- I (E) NIA __� r - (E) NDR (E) NDR (E) NDR - -J SEM ROOF FRAMING PLAN Sake -1 REVIEWED FORT CODE COMPLIANCE APDIMVFD SEP 01 2010 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKVVILA AUG 1.72010 PERMIT CENTER I.L. GROSS STRUCTURAL ENGINEERS 207 RICA NNW 50011 SAT 250 r ee�a 123 -Sre1 REVISIONS PESCRIPTON TITLE ROOF FRAMING PLAN MEWED MIS DRANK DiO3.7OID NTS DALE 0/05/2010 JOB MAIM 10279933 PERMIT SET S2.1 (E) DOUBLE 2x6 TOP PLATE HEADER BELOW AS OCCURS (E) METAL ROOF w/ ASSUMED 1/2" PLYWOOD ROOF SHEATHING (E) WALL ASSEMBLY (ASSUMED): METAL SIDING BUILDING PAPER (401) or SIM. BARRIER 1/2" WOOD SHEATHING 2x6 STUDS w/ MN. R -I4 INSULATION 1/2" GWB INTERIOR FNISH (E) 2x6 STUD WALL FRAMED UP TO ROOF LEVEL. STUDS ARE ASSUMED e 24 "oc (MAX) (E) S" CONC. FDN WALL w/ CONC. FOOTING BELOW - EXTERIOR PAVING AT PARKING LOT - (E) ROOF TRUSSES SPACED e 24 "oc TYP. 1/2" or 5/5" GWB FNISH AT WALL 4 CEILING (EXISTING) .III III 4II_ _ I& HIDE MIN. (ASSUMED) CN (j) NORTH EXISTING WALL SECTION sada 3/41 ->l TYP. GWB FINISH AT WALLS 4 CEILING ELECTRIC GARAGE DOOR AT OPENING (NOT SHOWN) (E) 8" CONC. WALL BEYOND THRESHOLD AT GARAGE DOOR TO REMAN (E) GARAGE SLAB PER PLAN (E) ROOF ASSEMBLY (ASSUMED) STANDING SEAM METAL ROOFING BUILDING PAPER VAPOR BARRIER 1/2" PLYWOOD ROOF SHEATHING WOOD FRAMED ROOF TRUSSES w/ SLOPED TOP CHORD (APPROX. 24" DEEP CENTER) INSULATION - R -30 ASSUMED 5/8" GWB FNISHED CEILING (E) BEAM OVER GARAGE DOUBLE DOORS, TYP. BEAM SIZE FOR 10' COOR GL 518x10 (ASSUMED) (3) 2x8 AT TYP. MAN DOOR 4 WINDOW OIPENINC3S 5' -6" or LESS N WIDTH STUD PACK TO SUPPORT (E) BEAM N 2x6 WALL BEYOND (E) PARKING LOT/DRIVEWAY PAVING AT EXTERIOR OF BUILDING TO REMAIN REVIEWED FOR CODE COMPLIANCE APPINAVED SEP 01 2010 City of Tukwila BUILDING DIVISION FOOTING DRAN AROUND PERIVETER TYP (E) CONRETE FOUNDATION - ASSUME 18" WIDE MIN. SOUTH EXISTING WALL SECTION Sado 3/46 ->< RECEIVED CINOFTUKIMLA AUG 17 2010 PERMIT CENTER (E) GUTTER TO REMAIN, TYP RE -ROUTE (E) DOWNSPOUT TO WEST OF NEW DOORWAY AS REQ'D (E) ROOF SHEATHIUNG 4 TRUSSES TO REMAIN REPLACE (E) 1/2" SHEATHING 4 SIDING AT NEW OPENING AS REQUIRED PROVIDE NEW TRIM AROUND DOOR TO PROVIDE PROPER FIT WITH BUILDING AND FRAMING AS REQUIRED NEW CLIP TO ATTACH TRUSS TO BEAM WHEN TOP PLATE 15 REMOVED NEW BEAM PER PLAN REPAIR / REPLACE 61118 AT INTERIOR FINISH NEW DOOR PER O MER'S SPECS. INSTALL PER MANUFACTURER'S GUIDELINES SECTION AT NEW HEADER SAWCUT (E) CONC. WALL TO WITHIN V' OF (E) SLAB GRIND SMOOTH 4 RE -GROUT AS REQ'D TO PROTECT EXPOSED REIifORCING Sale 3/4 -1' NEW DOOR PER OWNER'S SPECS. FIT TO NEW OPENING TO PROVIDE WEATHER -TIGHT SEAL AT THRESHOLD RE -SLOPE PARKING AREA AWAY FROM NEW DOOR or PROVIDE ADD'L DRAINS AS REQ'D (E) FOUNDATION AND BELOW GRADE WALL TO REMAIN Ci) SECTION AT NEW DOORWAY Sala 3/4° .re REVIEWED FOR CODE COMPLIANCE APPROVED SEP 01 2010 City of Tukwila BUILDING DIVISION (E) ROOF FRAMING PER PLAN PROVIDE LSTA 34 STRAP AT EAENDOF NEW BEAM TO CONNECT TO (E) DBL. TOP IE NEW BEAM PER PLAN L NEW DOOR OPENING PER PLAN r RESI (E) 1/2" ROOF SHEATHING RE- ATTACH (E) ROOF TRUSSES TO NEW BEAM w/ 1425A or A34 CLIPS WHER TOP PLATE IS REMOVED �(E) 2x6 WALL w/ DBL. TOP PLATE TO REMAIN BEYOND EPC 46 POST CAP, TYP I C E (3) 2x6 BE 2x6 SEARING STUDS BELOW BEAM w/ ADD'L FULL 14T. KING STUD TO (E) TOP IP BEAM TO STUD PACK CONNECTION Sado 3/4" - >l4T NEW 2x6 STUD PACK SUPPORTING DOORWAY HEADER PER PLAN - ADDITIONAL (E) TRIMMER STUD AT DOOR FRAME AS REQt SAWCUT 8" CONC. WALL DOWN TO (E) SLAB LINE FOR NEW POMMY 11 114 e . • 11 Q Ib • a. e TJ.. • e e PROVIDE 435 FRAMING CLIP EA SIDE OF STUD PACK (E) A$. or NEW 5/8". x 6" TITEN HD ANCHOR REQ'D WITHIN 16" OF CUT (E) 2x SILL PLATE 4 CONC. WALL (E) GARAGE FLOOR SLAB 4 CONC. WALL TO FNDN TO REMAIN RECEIVED CITY OF TUXVVILA AUG 17 2010 NEW STUD PACK SUPPORT AT FND113 ERMIT CENTER .3/46.1 I.L. GROSS STRUCTURAL ISTICURRERS 207 MST ROUE SOON SLOE 230 SIM= iSla 7Nr 110 2r3 17491 REVISONS ND DATE OESCRPUON 1111E rouaaION OWNS DESIGNED MIS DRAIN NJT OIECIOED 1111 DATE 01106/20+0 ,iOe WADER I027e4.33 PERMIT SET S3.1 C.T.I./VALUELINE (800) 262 -1300 PROJECT STATISTICS: OWNER: TENANT: F4ELE C COPY Permit No.. 10— A17 PIr.n review approval is subject to errors and omissions, lipproval of construction documents does not authorize t`, violation of arty adopted code or ordinance. Receipt approved > i = id Copy and •.• • itions is acknowledged. By Date: PARCEL NO: LEGAL DISCRIPTION: SITE ADDRESS: STRUCTURAL ENGINEER: GENERAL CONTRACTOR: 'v o o SCOPE OF WORK: City Of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the Scope of work without prior approval of Tukwila Building Division. NOTE Revisions will require a new plan submittal and may include additional plan review f9es. j PROPERTY LINE - LANDSCAPING z H d z _J EX. BLDG. 3 ASPHALT PARKING & EQUIPMENT YARD LANDSCAPING ENT °ANC PROPERTY LINE 1" = 60' -0" SQUARE FOOT ANALYSIS: EXISTING PARKING STALLS CODE NOTES: APPLICABLE CODES: ZONING: OCCUPANCY TYPE: TYPE CONSTRUCTION: OCCUPANCY LOAD: SEISMIC ZONE: WSNREC: HARNISH GROUP INC. 17900 WEST VALLEY HWY. TUKWILA, WA 98188 NC MACHINERY COMPANY 17900 WEST VALLEY HWY TUKWILA, WA 98188 206- 251 -5800 362304 -9011 TUKWILA LOT CONSOLIDATION #L09 -048 REC 2009121215900006 SD LOT CONSOLIDATION LOCATED IN 1/2 NW 36 -23 -04 17900 WEST VALLEY HWY TUKWILA, WA 98188 I.L.GROSS STRUCTURAL ENGINEERS 207 FIRST AVENUE SOUTH, SUITE 250 SEATTLE, WA 98104 206- 623 -0769 206 -623 -9081 FAX JV KITCHEN CONSTRUCTION INC. 15509 96TH St. E. PUYALLUP, WA 98372 253- 848 -6890 253 -770 -6206 FAX 253- 405 -8319 CELL LIC. # JVKITI *055PE INSTALLATION ON NEW 12' -0 "x12' -0" ACCESS ROLL -UP DOOR TO THE EXISTING BUILDING BAY ON THE NORTH WALL. TENANT SPACE SF: 12'0 "x12'0" ROLL -UP DOOR EXISTING FLOOR AREA: 5917 SF (200 +) STALLS, INCLUDING ADA VAN ACCESSIBLE STALL TUKWILA ZONING ORDINANCE 2009 INTERNATIONAL BUILDING COCE (wAc 51 -50) COMMERCIAL /INDUSTRIAL M, MERCANTILE, SALES FOR LARGE EQUIPMENT VB, SPRINKLERED NOT APPLICABLE I =1.0, SDC =D, 5UG =1, R =6.5 (SEE STRUCTURAL PLANS) NOT APPLICABLE SHEET LEGENT: A1.0 SITE PLAN, PROJECT STATISTICS & NOTES 51.0 GENERAL STRUCTURAL NOTES 51.1 GENERAL STRUCTURAL NOTES -CONT. 5.2.0 FOUNDATION PLAN - EXISTING 52.1 ROOF FRAMING PLAN EXISTING 53.0 FRAMING & FOUNDATION DETAILS 53.1 FRAMING & FOUNDATION DETAILS 194kvin, , b L � red 01‘,At ). yo e� 6 a11 0. • Vr wj 7'i4nUm ` •� tom, vJ 12fID ft log' S teeth St. l 64th St S 183rd PI N S 188th St 8172nd St S 172nd PI. 173rd St 5 175th St S 176th St - Bow e.eke pa,* S7Tgrh; L � Gi : • Vs y — 4doe Peer 1 Southcenter rosy Tukw1.J Pond P119 Blvd Minkler Blvd Upland Ur M- ,diaad or h `94th St 5 \R6 Baker Blvd Strander Blvd -.g Tre,'s Or 0 Tnland Or VICINITY MAP Cost= Cr S 190th St S193rd St 5 194t PI Stv 2itl1 St NC MACHINERY Sv, 2 17900 W. VALL Y TUKWILA, WA 98188 Sv 34th St S181th^t $ S 186th PI S 186th St s 196i St ntig any appsGM Sw 321h St S 1130th St n 4N --REVIEWED FMA CODE COMPLIANCE APPROVED SEP 01 2010 A--s-- Lig- City of Tukwila BUILDING DIVIRIC)N Sw d1 st St D ` 184th 5' \7'Nz S 187th St E, S 1 00t - =t ,(167) NORTH NTS Ye e/ nt <kat Center S43rd St S 45th PI S 192nd St RECEIV D CITY OF TUVVlLA AUG 17 2010 PERMIT CENTER ,10- 2.1 DRAWN LS CHECKED L5 DATE 8 -16 -10 SCALE AS SHOWN JOB NO. NC MACHINERY -10 SHEET A1.0 OF OF 1 SHEETS