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HomeMy WebLinkAboutPermit D06-142 - Johnson Braund Design Group - DoorJOHNSON BRAUND DESIGN 15200 52 AV S D06 -142 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 9844400005 Address: 15200 52 AV S TUKW Suite No: Tenant: Name: JOHNSON BRAUND DESIGN GROUP Address: 15200 52 AV S, TUKWILA WA Owner: Name: ST CORPORATION Address: 15200 52ND AVE S, SEATTLE WA Contact Person: Name: GREG ALLWINE Address: 15200 52 AV S, STE 100, TUKWILA WA Contractor: Name: SIBLINGS GENERAL CONTRACTOR Address: 1605 S 93 ST„ SUITE 33 Contractor License No: SIBLII *002K] DEVELOPMENT PERMIT Permit Number: D06 -142 Issue Date: 04/27/2006 Permit Expires On: 10/24/2006 Phone: Phone: 206 766 -8300 Phone: 206/763 -6800 Expiration Date: 08/16/2007 DESCRIPTION OF WORK: REMOVE EXISTING DOOR ON SOUTHEAST FACADE AND INFILL AS REQUIRED PER STRUCTURAL. DEMO SECTION OF WALL ON SOUTHEAST FACADE AND REPLACE WITH "STORE FRONT' DOOR/GLAZING SYSTEM. Value of Construction: $8,000.00 Fees Collected: $317.77 Type of Flre Protection: SPRINKLERS Uniform Building Code Edition: Type of Construction: VB Occupancy per UBC: 0008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start lime: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: N Street Use: N Profit: N Non - Profit: N Water Main Extension: N Private: Public: Water Meter: N doc: Devperm ** Continued Next Page ** 006 -142 Printed: 04 -27 -2006 Signature: Print Name: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: Date: ov/ S0 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this pe it does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction j the perfognpn 3 of woAk. I am authorized to sign and obtain this developm Wn Dater 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. D06 -142 Printed: 04 -27 -2006 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 9844400005 Permit Number: D06 -142 Address: 15200 52 AV S TUKW Status: ISSUED Suite No: Applied Date: 04/21/2006 Tenant: JOHNSON BRAUND DESIGN GROUP Issue Date: 04/27/2006 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT 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: The special Inspection of bolts to be installed in concrete prior to and during placement of concrete. 5: A final report documenting required special Inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special Inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 6: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 7: 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. 8: All electrical work shall be Inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 9: 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. doc: Conditions * *continued on next page ** 006 -142 Printed: 04 -27 -2006 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: doe: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 C Dater v S S_L D06.142 Printed: 04 -27 -2006 CITY OF TUKWILJ , Community DevelopmenTDepartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.ci.tukwila.wa.us 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" King Co Assessor's Tax No.: 6 153 1 1 - 1 1 4 0 00X Site Address: IS 'ZOO r.7 1° q( ir.. r1t 11 Suite Number: /0O Floor: I Tenant Name: New Tenant: 0 .... Yes [21..No Property Owners Name: tasSAgm . 52 A 14s) OrAtc CID el P "CAC- . Mailing Address: IC Z-ob St" .40( 5. 4)tA,.xc' 1 00 Tu z.at(14 (A1A 'nit City State Zip CONAI ACT P Name: t � n_cl1 41I /a.3 /It, 6 Mailing Address: LS nn SL w C 4_t e S E -Mail Address: Day Telephone: ejenn) 106 - 5s; VW) 4t..0.4rtC /00 774.140t. Het 1151 Sy City State Zip Fax Number:CZO&) 7 (c67- 9 0 $O GENERAL CONTRACTOR WiFO 2M4110N '_(Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: City Day Telephone: Fax Number: Contact Person: E - Mail Address: Contractor Registration Number: State Zip Expiration Date: ARCRITECT.OF RECORD tpiatis must b et stamped Ky Architect of Record =>_ Company Name: Su 4t5Apt n Ad. cfl Destt-, AL C7 Ito LAP Mailing Address: /too 3Z I" ,Mae_. S. We' Ti. t o %f WA' l /fle City State Zip Contact Person: 4 n LY. .. / / tt �/�,JL Day Telephone: E-Mail Address: QhApplicatimewarme-Appliedom On line' -1006 - Permit Applieedon.doc Revised: 44006 m 4Ro p Company Name: Toll; r M £4 tit V es 14) M Fax Number: E$ tNEER OE - RECORD - Alt plans must be wet stamped ¢y,Engineer of Record,.. Mailing Address: S 1 Z (o 41 " n cr r 'S . -so-at tC 7 n2 EAR v t_A' - CAA IAen3 City State Zip Contact Person: Day Telephone: C fi'Z7 - S99 S E-Mail Address: Fax Number: /t/Z5 X28 - yg 57) Page I of 6 Valuation of Project (contractor's bid price): $ jJ j OO . en- Existing Building Valuation: $ Scope of Work (please provide detailed information): Pc'nnot t y r ibad Coon_ nna .Sa 47 cf. in rl Attfl "tn1%ttl 6 • 11Lt•t ( "tali ton LIZA,. �gYYytS 6 t Tin/ 4 0tr v ,ALL- rat) Sor .orrl t4'st n !Lep)ar t.Jtj Y - • t6 V a t Will there be new rack storage? ❑ ..Yes ❑ .. No (If yes, a separate permit and plan submittal will be required) Provide All Building Areas in Squart Footage Below I" Floor 2"° Floor 1 ° Floor Basement Accesso Stru cture* Attached Oatage , .. hed 0 Attached Carport Detached Carport CoveredDeck Un "covered D eck Existing Interior . Remodel - Addition to Existing Structure Type of Couslruction per IBC type V- moi 3 ty pt I) -M MU Z.v $ Type of Occupancy per IBC 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 for 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: 21 Compact: Handicap: Will there be a change in use? ❑ ....Yes [.. Io If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: .. `prinklers ❑..Automatic Fire Alarm ❑..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑..Yes DeNo If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating 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. Q1AppaationsWOSU- Applications On Line\3 -2006 - Permit APPIIG11on.doc Revised: 42006 bb Page 2 of 6 Fixture Type: Qty . Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower - Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas Additional medical gas inlets/outlets — six or more PLUMBING A G1Y D ASIPINERNIIT INFORMATION - 206-43670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Expiration Date: Contractor Registration Number: • Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: QMpplialioSFonn- Apptiatioa On Line\3.2006 - Permit Application dm Revised' 42006 bh Page 5 of 6 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 Signature: Print Name: Mailing Address: O ' OR AUTH ED AGENT: L . A6lw 5 2ao GfVo So . S, Zoo I Date Application Accepted: �I� itok Q: AppliationsWwmn- Applications On Line \33036 - Permit Application.doc Revised: 4-2006 bit Date: 4 /v /ob Day Telephone: (204r) 7&rS3 7 Wet 1M? City state Zip Date Application Expires: ©I , I Page 6 of 6 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Payee: JOHNSON BRAUND DESIGN GROUP INC TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description BUILDING - NONRES STATE BUILDING SURCHARGE RECEIPT Parcel No.: 9844400005 Permit Number: D06-142 Address: 15200 52 AV S TUKW Status: APPROVED Suite No: Applied Date: 04/21/2006 Applicant: JOHNSON BRAUND DESIGN GROUP Issue Date: Receipt No.: R06 -00579 Payment Amount: 193.36 Initials: LAW Payment Date: 04/27/2006 01:58 PM User ID• 1165 Balance: $0.00 Amount Payment Check 19872 193.36 Account Code Current Pmts 000/322.100 188.86 000/386.904 4.50 Total: 193.36 4918 04/27 9716 TOTAL. 193.36 doc: Receipt Printed: 04 -27 -2006 Parcel No.: Address: Suite No: Applicant: Receipt No.: R06 -00547 Initials: User ID• Payee: TRANSACTION LIST: Type Method ACCOUNT ITEM LIST: Description doc: Receipt Payment City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 9844400005 15200 52 AV S TUKW JOHNSON BRAUND DESIGN GROUP JEM 1165 JOHNSON BRAUND DESIGN GROUP, INC. Check 19871 BUILDING - NONRES PLAN CHECK - NONRES Description 000/322.100 000/345.830 RECEIPT Account Code Permit Number: Status: Applied Date: Issue Date: Payment Amount: 124.41 Payment Date: 04/21/2006 02:58 PM Balance: $193.36 Amount 124.41 Current Pmts 1.00 123.41 Total: 124.41 D06 -142 PENDING 04/21/2006 4825 04/24 9716 TOTAL 124.41 Printed: 04 -21 -2006 Pro�t: C76h//509Z1 ,6✓fiP Type of Inspgction: f l't/✓f f Address: /.5 0 52st0 5 Date Called: Special Instructions: Date Wanted: - 3 o ta � Requester: Phone No 0.266 - 8 /9 -3i52_ INSP TION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Q Approved per applicable codes. COMMENTS: PerniiP am /f Inspect rl 8.00 REINSPECTIO FEE REQUIRED. aid at 6300 Southcen er Blvd., Suite Receipt No.: Dat ei7 or to inspection, fee must be Call to sechedule reinspection. (Date: + El Corrections required prior to approval. Project f kcr.j / 6vAV✓ Type of Inspection: P 1 -W�-C S ( Address: 15 Zod 52 ,uu..5 Date Called: Special Instructions: Date Wanted: ro Z Cr a (. a.m. C Requester: Phone No: C INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (296)431 -3670 Q Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Y" 1t I S -f t t M n Ake ■ — A l ). - - P Receipt No.: Date: In — z C. --fZ ri 8.00 REINSPECTION F E REQUIRED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Date: . Pro' oh�sa�.)�rntic�Q " ."r'° cti on:S it"'" "te Type of Inspe [ # Fit_A orl,t,i(-- Address: I. 5 a -pru s Gate Called: Special Instructions: j Date Wanted: a.m. 6-21-0 ` P.m. Requester: nn C. Imo/ ti Phone Ncr ).O(9 - 763 (,Soo .uQpproved per applicable codes. Corrections required prior to approval. C INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 - _ - - ■— - .... COMMENTS: 8.00 REINSPECTION FEE RER0IRED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 'Receipt No.: 'Date: Proje s` �...y - ,1 Type of lnspec on: 1 102. - r S6 , 62 ) Address: y /� en—S2 2 L'P1i . Date Called: Special Instructions: Date Wanted: te' Requester: Phone No. ,� — Z0 76 y 3-6 n INSPE ON NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)41.3670 M' ot. tractions required prior to approval. COMMENTS: r7 4 - . �y c a ` _ y € 14 ,/ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. r eceipt No.: 'Date: COMMENTS: Type of Inspection: �n pr/% � i / ,Li C Address: /5206 52 ail S % ,Q r— '4 � t we S(� Special Instructions: ,'/0 _Sin - z 1r"�` - ,gyp WI ant's /ni# k. Date anted: (a.m. 6, - 21 -06 p.m. .se 2 re r t 24 Phone No: c2 a6 - Ni- 69aO A. / n /7 7.1/46) i I - /0 ) --ce :) C9 Pik s/0.44`V) — 4P 4 - 9 r4e4, \N. Pro$e t. �` c 010 A sw 46rt., idilS)c iv Type of Inspection: �n pr/% � i / ,Li C Address: /5206 52 ail S a Called: Special Instructions: Date anted: (a.m. 6, - 21 -06 p.m. Requester: Phone No: c2 a6 - Ni- 69aO INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Approved per applicable codes. or: Corrections required prior to approval. IDateC 58.00 REINSPECTION fEE REQUI D. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., uite 100. Call to sechedule reinspection. 'Receipt No.: 'Date: Aci COMMENTS: Type o Inspection: .-.5 "filf/4 / /-4 1- 5-74. / 57/ effil /4 e :In/ 4 V /..."-c to Date Called: ii• I ■-. 1 .€„5..,/ 76 (DI" 1 3 -A d 1/ >ic • Phone No VI ...— , V C fenre Y det zt 4 ■ - < et i / -- "I) a& 7 I 4 /fr i Sir ext14 0/ a .45P-e 7, if / tot, s/ef e, s ...,,, Pros Afi z..4y Type o Inspection: .-.5 "filf/4 / /-4 1- 5-74. istuu Address: /72 52 4 a __S• Date Called: ii• I Special Instructions: Date Wanted: Requester: Phone No e- INS ECTION NO. INSPECTION RECORD Retain a copy with permit • — CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 [J Approved per applicable codes. 'El Corrections required prior to approval. Pet Receipt No.: e 'Date: De&-fii ? PE (206)431-36 -Ay 8.00 REINSPECTION EE REQUIRED or to inspection, fee must be paid at 6300 Southcentbr Blvd., Suit6 100. Call to sechedule reinspection. Project.„. Q- ti `T 03 B .. v � < 't 4 Type oflnsp d 1�Jl/ f � Address: J3' ?4, -5"7 A, Cet Dat Special Instructions. g„2,249+aI Date Wanted,: wry !O --e-1.7; (Cm! ( P'inJ Requester: Phone No: Inspector: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: JJ " ©nI /I/ en -reey- 4.4-13 c�'t c'i 1 /6 �y C _ co; Kesel G AS, t� r9,(7�1�1/Ny ^ 7 ' i ea. �+�J� vet-/ 7 Z `S/ ort -tecc .ee PER 'Date: 6c 0. 431 -36 !, $58.00 REINSPECTIO!I4 FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 'Receipt No.: 'Date: Project^ l / f'!J`� Sprinklers: Ty e of Inspection: QC) - 174 9 l fr-ti ( Address: / 2 q if / Suite #: � Contact Pe . D, Htho I M t a-K, Q.y Phone 7 No. ( r' OUb- ?-p -C4 Occupancy Type: Special Instructions: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 1 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 COMMENTS: em %3 [4 ' Inspector: Date: 5,- a Hrs.: f INSPECTION NUMBER pproved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word /Inspection Record Form.Doc 1/13/06 PERMIT NUMBERS Corrections required prior to approval. iv/4— I $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection; T.F.D. Form F.P. 113 Si RUCTURAL CALCULATIONS FOR rrt JOHNSON BRAUIVDDESIGN GROUP' - BUILDING REMODEL REVISION 1 _ 15200 52" AVE. S TUKWILA, WASHINGTON 98188 DESC'RIPTION H PAGES' SKETCHES SK 1 A-B DESIGN CRI7ERLA DC 1-3 ADDENDUM CALCULATIONS A 1-13 FlECEIVED CITY OF rt A APR 21 Z006 oPRMITC:5 ticiir Li ism POGGEMEYER DESIGN GROUP CONSULTNG ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • Fax (425) 828-4850 Marie by SW Dar 04. Job No ccbbi Checked by Date Sheet No. Sic- 1 Description Put V I.Ba-R zfrt .t 2 fj %A i/m Job Na me J P; QI% $'-D A Labccl - 40 e.g. 4-- DJ 444. 0,..., 1,12.4 D " I" 5w -44 OZtlgft.9 • W ' /1fr" Ani Ply, 66114 419es of Pak. • (Awl- EOt4.6 nAn. t IDA c Z" 0.1. h‘f6A.41) t2CNs4•14 (Gs° • tE. --•• Gffl4E& $t •a— (4.) 2.? 41 t4M.AQO wlnn (2) 0-nos rbc( a (•" 0•6. 1- (PAN0- 604E yN04' • RN4HgA. Pvt.Tf - '78 f 4i 12 O.G. MAX 4 fAAnia tits 1. a fiun, GONG. (ptttt,l. Amo & to,cY) • ktv0 4(Lt. —4 9X f049 (fol. Mt& A$telkot 0 91111 INF.A.mkTION 11.0 A0NGE 5GI(EEOJt.% b"- 6-L POGGEMEYER . DESIGN GROUP Consulting '.Bngtaeero Northwest Division 512 8th Street South Suite 202 • 1Drkland, TA 88033 (425) 827 - 5995 FAX (425) 828 -4850 Made by BSF Date 1 -4 -06 Job Na 5084 Checked by Date Sheet No. SK -1 B Description REVISION 1 — ADDED DETAIL SK/1B Job Name JBDG BLDG REMODEL EXISTING PANEL EDGE NAILING AT HD STUDS OR POSTS, PER PLAN USE PANEL EDGE NAILING AT EACH HD 511) 7/8 COUPLER IN JOIST SPACE VERT GRAIN BLXG TO MATCH STUDS ABOVE 7/8"0 ALL THREAD W/ 1 43' SD WASHER AND HEX HEAD NUT AT END DRILL AND EPDXY WITH SIMPSON SET OR HIT RE 500 HOLDOWN DETAIL REVISION 1 SCALE 1/2" = 1' -0" EXISTING HOEDOWN STUDS OR POSTS PER ORIGINAL DRAWINGS EXISRNG HOLDOWNS AT FR LOCATION WHERE O CCURS PER PLAN SOLID VERTICAL GRAIN BUM BETWEEN FLOORS AT FLR/TLR HO LOCATIONS HOEDOWN PER PLAN • W/ LAG SCREWS PER MFR INSTALL AT SAME LOCATIONS AS HOEDOWNS ABOVE FLOOR 4 EX CONCRETE STEM WALL • FILE #.DWG POGGEMEYER DESIGN GROUP Made By: BSF Date: 4-Jan-05 Job No. 5084 Consulting Engineers Checked by Date: Sheet No. DC-I 512 8th Street South, Suite 202 Kirkland, WA 98033 (425) 827 -5995 Fax: (425) 828 -4850 Description: Design Criteria Job Name: JBDG BLDG Remodel • SK4 Revision Seismic: Wind: Soils: pesian Criteria Code: International Building Code, 2009 edition R= 6.5 Bearing wall system, Wood structural panel waits Mapped Spectral Acceleration, Ss = 1.513 Mapped Spectral Acceleration, S1 = 0.524 Soil Site Class = C Exposure : B Basic Wind Speed = 90 mph 3 sec. Wind gust = 110mph Live Loads: Roof = 25 psf min - snow (+ drifting) Floor Offices = 50 psf Corridors and Exit Facilities =100 psf (80 pat above first floor) Bearing Pressures : Z000 psf competent native soil or structuralfll one -third increase for short -term wind or seismic loading is acceptable Frost Depth = 18 inches Lateral Wall Pressures Active Pressure (unrestrained top) = xx pcf Active Pressure (restrained top) = xx pcf Passive Pressure = 250 pcf Soil Friction Coeft. = 0.35 Refer to Geotechnical Report Prepared By :1oa Dated : mot Contact xxx Phone No.:1oa Poggemeyer Design Group, Inc. Made By BSF Dale: 04-Jana Job Na I 5084 Consulting Bag®een Checked by Date Sheet Na DC 12 8th Street South, Suite 202 Kirkland, WA 9803 (425) 527 Fax (425) 828-4850 Description: Design CMOs- Dead Leeds Job Name: JBDG BLDG Remodel - 8K -1 Revision Roof Assembly Live Load: Dead Load: Floor Assembly Snow 25.0 psf Roofing 2.5 psf 19/32' Plywood Sheathing 1.8 psf Trussesat24'ac 3.0 psf Insulation 1.0 psi (2) Layers Y8' GW9 56 psi Sprinkler 0.0 psf MisclMech 2.0 pa! iohl ._..._.....,_w..MM.._......_ 18.9 psf Use DL 16.0 psi Live Load: Residential 40.0 psi Condors and Exit Ways 100.0 psf Dead Load: Flooring 1.0 psi 1' GYP -CRETE 8.T psf 3/4' Td G Plywood 2.3 pal Floor Joists atl8'ac. 2.0 pal Insulation 0.5 psi (2)5/8' GYM 5.8 pst RC Channel 0.5 psf Sprinkler 1.5 psf Miscellaneous 1.5 pat IBCO3L.ateral 2S.x(s 23.6 pal , Use DL at 24.0 psf 1/4/2006 Exterior Wall Assembly Stucco 10.0 pat 2x8 stir ac. 1.7 psf Insulation 0.5 pall 12' Plywood Sheathing 1.5 pal (2) layers &B' GWB 58 pa/ Misc. 05 pal Total .. 19.8 pat Use DL • 20.0 psi prter/or Corridor Wa8 Assembly (2) Layers of5/8'GWB 58 pal 2x4 at 8' o.a Staggered 2.2 pal I9/32'Plywood Sheathing 1.8 pa/ insulation 0.5 pal Misc 1.0 psf 114 pal Use DL • 12.0 psi Interior Party Wall Assembly (2) Layers of 5/8° GWB 58 psf 2x4 at 8' as Staggered 2.2 pal 1942' Plywood Sheathing 1.8 pal Insulation 0.5 psf Misc 0.5 pal Total ._........._„__._._., _.. in pal Use DL• 12.0 psf 8lter/or Partition Wa//Assembly (2) Layers of5!8'GWB 58 pal 2x4at 1.1 pal Insulation 0.5 pal Misc 0.5 pal 7.7 pal Use DL • LO psf 0 6 , 1, IBCO3Lateral 2S.x/s 1/4/2006 POGGEMBYER DESIGN GROUP �suWq Engineer. Mme 8Y: BBF I Dam: 114/2005 Job No.: 5084 Chocked by Interior zone Dew ISMN No.: B (Rod) 512 5m Snot ew57, ruse 20210,dend, WA 52015 D (Roof) Oto5 025) e27suo5 Fec 025) 5754.55 Onalglo5: Wind Base Char Bb Job Noe: JBOG BLDG Remodel •5K -1 Revision 10 Basic Table for Exp B, It = 30' HORIZONTAL LOADS (psi) Bask WONT Speed, V (mph) Roof Angle Roof Rise In 12" End zone Interior zone AMal9 B (Rod) C(WaI» D (Roof) Oto5 Flat 12.8 417 Bb -4.0 10 2 14.5 -8.0 9.8 -3.5 15 3 18.1 -5.4 10.7 4.0 90 17A -4.7 11.9 -2A 20 4 25 8 18.1 2.8 11.7 2.7 30b45 Ito 12 14.4 9.9 11.5 7.9 IBCO3Lereral_2S.ds BC 2003 Table 160942.1 (1) Basic Wind Speed, Ve, Exposure = Importance Factor, I = Roof Slope = Loads FronbBad (WS) -Width (l): Loads Side (EMI)- Wdth 09 = Eave Height = Mean Roof Ht = Edge Strip Width, a = End Zone Widths = 90 mph (IBC 2003, Section 1809.3) B (IBC 2003, Section 1809.4) 1.00 (IBC 2003, Table 1804.5) 0.00 :12 = 0.00 degrees 80 It Roof Profile = Parapet 132 ft Roof Profile = Parapet 24.50 ft 24.50 ft 8 ft (Figure 1809.82.1 note 10) 12.00 ft . 1/4/2008 Location WNW feet SSF 1 Deb: 1Mdwws �Jeb No.: Ed Zone possum lMl COWS by: I Fans kips Nate Mn Force kipsWta Top Roof Plate 80.0 2.50 0.00 12.0 12.80 48.0 8.50 1.8 2.0 Plate to Md28l LVL 80.0 5.50 I 12.0 12.80 48.0 8.50 4.0 4.3 E = 58 8.2 Md2nd LVLto Floor 80.0 12.0 1210 4.0 3 4.0 • 4.3 II Top Low Rod Plate AA Hoof lo Md let LVl. 0.0 80.0 23 12.0 12.0 12.80 12.80 120 48.0 0.0 4.0 0.0 4.3 X8.6 POGGEMEYIIR DESIGN GROUP Con Moen Made By SSF 1 Deb: 1Mdwws �Jeb No.: 5ON COWS by: A ( 'aio Dote: Shoot No.: 0 (Roof) 5t2 Pk MINS Sea Suite 202 Kirkland, WA 11031 0.00 0.00 12.8 6.1 0 Fat 25)1134550 D••aytlae WW1 Sao Shear Job Nem AMR BLDG Remodel - SK-1 Revision Interpolated Value for exposure B, h a 30' HORIZONTAL LOADS (pst) Basic Wind Speed, V0, (mph) Rod Angle Roof Rise ki 12' End caw Interior zone A ( 'aio B (Rod) _ C ( 'am 0 (Roof) 90 0.00 0.00 12.8 6.1 8.5 -4.0 Design Wind Procures p..wr,r HORIZONTAL LOADS (psi) Beck Wind Speed, Vs,(mph) Roof Angle Roof Rise In12' End zone Inferior zone A(Wall) 11(Roof) C(Wali) 0(Raal1 90 0.00 0.00 12.80 -810 8.50 -4.00 IBCO3laleral_25a4s BC 2CO3 Beek Table modified for roof ogle A= 1.00 (Table 1809.12.1(4)) WIND FORCES: N41 (FronUBack) Direction: E = 24.50 00 (IBC 2003 1809.1.2) Iotel ram ease anear (cps) W Wpa Mn. crow ease linear pups) WAS = 133 14.8 COrm mong kind MSS iplbar (Wm) W'W • 142 1/4200e A- Z . Location Width feet Haight feet Plane End Zone length End Zone alwae(R1 k4 Zone length blZone 7leaae Face kipsWw Min Face Kips WW Top Roof Plate 132.0 2.50 12.0 12.80 120.0 8.50 3.8 4.29 Plate to Mid 2nd LW. 132.0 6.50 I 12.0 12.80 1200 8.50 8.4 9.44 L= 12.2 1323 IAd 2nd LWL b Flog 1320 12.0 12.60 120.0 64 d Top Law Roof to Piste 4! A Flow lo Mkt 1st LVL 0.0 132.0 8 120 120 1220 12.60 -12.0 120.0 of W 0.0 8.4 POOGEMEYER DENON GROUP Consulting Wangs Made By: IMF I Mro: Wades N io 0084 Checked W. Data Sheathe.: 512« wnuw. ?MUM 2nd FLR 15)8214610 dwlplbn: Wind Base Sheer Job Nam JBDO BLDG Remodel - SK-1 Revision 'LEVEL w win w wince ROOF 8.2 131 2nd FLR 8.6 18.9 Total 14.8 32.6 MC -- - WINO FORCES: E-W (Side) Direction: Summary: Mid Forces ww 8 a 24.50 (tO taasale bide WWI calm 6/"W4y° 29,0 (IBC 20031609.1.2) Mn. Wind Base Shear (kips) w•W1dn side= 32.6 " women wino Been weal pope) w'W. j 32.8 I0CO3laterel 2sids 1/4fa008 A- 9' POGGEMEYER DESIGN GROUP Combing Exgiveen Made Br 136F Psis 044.05 JobNa: 5014 Chedcsd In Oeia SheeINA 512 M Shot Sou ", SUIt 202 I0ebe4 WA 96033 (425)527.5996 Fir (425) 825-4150 DeeaIpSWR Seismic Weights Job Nam JBDG BLDG Remodel -SK-1 Revision DEAD LOAD WEIGHTS FOR SEISMIC CALCULATIONS: SECOND LEVEL -: ERR IEVEL IBCO3LBtarpl 2Sada Unit Weights (psi) Root 16 pet For: 24 pef Exterior Wall: 20 psf Inferior Con1dor Web: 12 psf Inferior Party Wall: 12 per Illledor Partition Walt 8 pet UNIT ITEM LEVEL enrage LENGTH! WEIGHT Total Wt. Sub-Total pressure p LEVEL ITEM AREA HEIGHT (PSF) Sbe) MM) SA pc 1617.2) ROOF LEVEL Root 4,120 1.000 16 Ext. Well Below 304 5.5 20 Corridor Wen Below 60 5.5 12 Pry Well Below 0 5.5 12 Partition Wag Below 30 5.5 8 For Lax Root Ext Wag Above Corridor Well Above Pry Wall Above Pilaw Well Above Exl. Wes Below Condor Wag Below Pry Wall Below Pralorl Wall Below Ext Wall Above Corridor Wag Above Pry Wag Above Pagano Wall Above 4,120 0 304 60 0 30 256 80 0 20 250 80 0 30 1 24 0 16 5.50 20 5.50' 12 5.50 12 5.50 8 55 20 5.5 12 5.5 12 6.5 8 5.50 5.50 5.50 5.50 • • • • • • • 65,520 42,240 3,900 0 1,320 113 28 6&800 0 42,240 3,960 0 1,320 28,160 3.960 0 1,320 20 ' 28,160 12 3,980 12 p 0 1,320 110 M 33 STRUCTURE WEIGHT FOR SEISMIC BASE SHEAR: 283 lops 1.00 1.00 1 .00 TOTAL WEIGHT OF STRUCTURE: 327 IOp9 r 1.00 1/42006 Floor Story Height H Total Height h4 Story Weight v v /A Story Force FI Story Shear E11A %WA; ( ( Piles) (k MP) (lam) neaCde50n : _ ._ Roof 11.00 22.00 113.4 2,496 1813 18.13 M 3 Second 11.00 11.00 179.6 1,976 14.37 32.51 First 0.00 0.00 33.44 0 0.0 32.51 POGGEMEYER DESIGN GROUP Consulting Engineers Made By 89F 5 Job No.: 5054 Checked by: Sheet No.: 512 em Street south, Sume 20210eeand. WA 95033 (426)527 -5995 Fec (425) 52134550 neaCde50n : _ ._ Slum __ NS Job Name: JBDG BLDG Remodel -SK -1 R 0 IBC 2003 - ASCE 7-02 Seismic Response Coefficient C. SOAR Seismic Response Coefficient Maximum C Max = Soil/CM) $elsmlc Response Coefficient Minimum Ca MN = 0.044Sp Equivalent WentFeceAnalyse per BC 20031515A851 /A- .ASCEU955 (M table 9.52.5.1) Seismic Use Group= 1 From IBC 20031616.2.1 Site Classification = C From IBC 2003 Table 16111.1 r' 14000004.1 Sa= 1.513 S1 ° 0.524 CC Wa = Sol = Building Height, h = Budding Period Coefficient, Cr = Approx. Fundamental Period = Fe= 1.00 From attached set Fv= 1.50 From Sad Sheer 1,009 - 0.67 0.524 = 007F,'S) 22.0 I 0.020 ASCE 7-02, Table 9.5.5.3.2 0.203 (G4W`"1 ASCE 7.02, EQ 9.5.6.32 -1 Response Modification Factor, R = 6.5 BC 20031617.8 -.ASCE 9.5.22 Occupancy Importance Factor, IE = 1.0 IBC 20031604.5 Seismic Design Gatetgoly = D ISC 2003 1616.3 Redundancy Factor, r = Cdcuia6mm Required IBC 2003 1617.2 -. ASCE 9.524 Calculated Redundancy Factor, r = 1.0 k= 1 Gs = 0.155 Ca Ma = Ca MN 0.397 0.044 Co = 0.155 Seismic Base Shear, V = 0.155 W Dead Load W = 293 kips V 45.5 kips EJ1.* 3251 ldps Vertical Distribution per ASCE7 - 9.5.5.4 Sum = 4,474 32.51 (EQ 16-40) (EQ 164t) ASCE 7-02, EQ 9.5.521 -1 ASCE 7 -02, EQ 9.5.521 -2 ASCE 7-02 EQ 9.55.2.13 11% IBC 20011817.1-. ASCE 9.527 IBC 20031606.12 8% 1.00 IBCO3Lateral_23.xla 114/2008 • JBDG BLDG REMODEL Date and Time: 8/2/2005 3:51:47 PM MCE Parameters - Conterminous 48 States Zip Code - 98108 Central Latitude = 47.54683 Central Longitude = - 122.308312 Data are based on the 0.10 deg grid set Period SA (sec) ( %g) 0.2 151.3 Map Value, Soil Factor of 1.0 1.0 052.4 Map Value, Soil Factor of 1.0 MCE Parameters x Specified Soil Factors 0.2 151.3 Soil Factor of 1.00 1.0 078.6 Soil Factor of 1.50 MCE Parameters - Conterminous 48 States Zip Code - 98108 Central Latitude = 47.54683 Central Longitude = - 122.308312 Data are based on the 0.10 deg grid set Period SA (sec) ( %g) 0.2 151.3 Map Value, Soil Factor of 1.0 1.0 052.4 Map Value, Soil Factor of 1.0 MCE SPECTRUM x SOIL FACTORS Fa = 1.00 Fv =1.50 Period SA • (sec) ( %g) 0.000 060.5 0.4FaSs 0.104 151.3 To 0.200 151.3 T =0.2, FaSs D.519 . 151.3 Ts 0.600 131.0 0.700 112.3 0.800 098.2 0.900 087.3 1.000 078.6 T =1.0, FvS1 1.100 071.4 1.200 065.5 1.300 060.5 1.400 056.1 1.500 052.4 1.600 049.1 1.700 046.2 1.800 043.7 1.900 041.4 2.000 039.3 ft Period, see Sa, g 0.00 0.605 0.10 1.513 0.20 1.513 0.52 1.513 0.60 1.310 0.70 1.123 0.80 0.9822 ISO 0.873 1.00 0.786 1.10 0.714 1.20 0.655 1.30 0.605 1.40 0.561 1.50 0.624 1.60 0.491 1.70 0.462 1.80 0.437 1.90 0.4t4 2.00 0.393 Maximum Considered Earthquake Ground Motion Fa =1.00 F1 =1.50 Zip Code = 98108 Central Lat. = 47.54683 deg Contra Long. _ - 122.308312 deg 2 m 0.5 N 0 0 05 1 Period, sec 1.5 2 ft '�- Level Wind N-S (Front -8ack) w'WF,(kips) Wind E-W (Side) N'W Seismic N-S (Front-Back) E/1.4 (kips) Seismic VW (Side) E/i.4 (kips) 1 I 6.24 13.73 18.13 18.13 8.58 18.88 14.37 14.37 Total 14.82 32.80 32.51 32.51 POGGEMEYER DESIGN GROUP Consulting Engineers Made By: BSF Date: 1142006 Job No.: 5084 Checked by: Date: Sheet No.: 512 6th Street South, Suits 202 Kirkland, WA 98033 (425) 827.5995 Fax (425) 828-4850 Description: Lateral Design Loads Job Name: JBDG BLDG Remodel - 5K -1 Rc IBC 2003 First (S) Front/Back Direction Controlling Force: N-S (Front/Back) = Seismic E-W (Side) = Wind — 18_13 14.37 K 32.51 (Base) (E-Wi Side Direction IBCO3Lateral_2S.xis 1/4/2006 - .0 ! 11 I ti r! 111311 1 1 1.53 I _. as 1 3:113 5! 3 5! 53! 1) 1 lif/9f11111101111111101 1111111111 /111101 /1111 1(111 /tit /1/1 i tilllffff(iffifflflffffifffEf lfflElffff tf tfifEEit 114112 7823 988: 72222258: :3 :5:2328:23555::525 :225822 dISISMOMMMIld 7 l - - -- 19311111111 111111111111( 1111 /11111600411/11ffi1111fiffil 1I: 11110110( 1110/ 1/ 9ii9fi tf9999i9919011110111f11fffflffffilfff 2F 2222222222 2222222222222222222 2222222222222222222222222222222 FM!! 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"33221131221211112311133333333333312212315513! :3!5!919 »1!097!!!!!199!!!!!! !!!!!!!!!!!!!!!!!9!!!!9!!!!!9!! i 9 9957!!!!9!!!!9!9!!!l355!l5 953 !!!33!!!!!1!5!!!9!5!!!!5!!!!95 322330332331133113232111133233313133323313333333319222121 122 ;;I: 212133311333231113111331111133333331111333131333331133251332 O tt 7111 1 99!!!9!!!9!!!!!!!!!!9!!!!!!9! !!!!!!!!!!!99!!!99!99!!!!!!!!!! 9223 !!!!!!!!!!!!!999!!!!999!!9999!9 I I! 1'9999 999!!!!!!!!!!!!!!!!!9!!!! !!!!!!!!!9!!!!9333!!!!9!!!!999! 1 5 myniiiiieii wet wkuA it1t I/M4lta"fr • ] !- vu.-- fiillfil-- hfilllllilfliillllliffif t111lf1fi11fffiffifff 7• -f lfff /1111111i IIfflfiflfffif11111111111 iffl fif11111iff11 1 1 , . - .t- aaaaaaaa ;, 1 lataaaaaaaaaa t !- a 1 1111111111111111111111111111 11111111111111111 a a a a aaiiiiiiiiiaatttt111111aaaaaaataau a aataaaaaatittaatiaaa iiiiiiiiiiiiiiiIIIIIIIIII IIIIIIIIfataaafaaiataaaaaaaaaaaaaaa =ry mmmmmm®ammaam j11441211 41121,11111142241221 111221241222442444244141121111 Ilhifiiitiiltttii iif ifiitf11itfiittttttif filfiitttiiiftttit - 03- mmmmmmmmoi I i- !!!! 99 II 2 -!!!! 8 j a - .aaaaaaa 2 ii- -aaaaaaaaaaalba POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 14251 827 - 5995 • Fax 14251 828-4850 Made by 05 r Date 1- kf - 0' , Job No. 4 5b$••+ Checked by Date Sheet No. Description Job Name i 60 »t h6nw A6 1 .• 5 6LOGI 8 6 ,01 .6405 r-s. 0640 r okO a AIM wqv� 2' novw 6d(2) ---' Way Inc 'I/n ,cane /I 1 4 t 60 Mt a A. Rvc. Irk INAV L - 4 1.1 1 I.• rb'sr- 2 Fr SOD II (5F • 2f •r I S 'D " atiro 1(/ p5F • ft gnrFr fUD Pt-P r. 2kf PSF • ft &i,s'FT 'Cl'(o 32- t'tt iov (GE Yv NL,r (8.13) /M Nc.F /are et-r (e./5) r-- �- 250 ptr (e. 9-b 14x(') L4 - 13 I to et-F Ijp /tf (o•gq) nr/tr tn2 ft-r (aa ) 6115 Pte (o.4 .4u) 07 -31 -2007 GREG ALLWINE 15200 52 AV S, STE 100 TUKWILA WA 98188 RE: Permit No. D06 -142 15200 52 AV S 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 and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writhe and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 09/04/2007 , 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, a Marshall, Permit Technician xc: Permit File No. D06 -142 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206- 431 -3665 03 -01 -2007 GREG ALLWINE 15200 52 AV S, STE 100 TUKWILA WA 98188 RE: Permit No. D06 -142 15200 52 AV S 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 and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must ban writing and orovide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 04/24/2007 , 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, fer M shall, Permit Technician xc: Permit File No. D06 -142 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ACTIVITY NUMBER: D06 -142 DATE: 04 -21 -06 PROJECT NAME: JOHNSON BRAUND DESIGN GROUP, INC. SITE ADDRESS: 15200 52 AV S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Aug, 4- B Division Public Work gl Structural /I'M ►U- 4-9-6 Comments: Approved ❑ Notation: Documents'rouling slip.doc 2 -2802 ?ERMIT COORD COPY PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: Approved with Conditions 6 1 Fire Prevention DATE: DATE: i f - °(° Planning . g Division Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 04-25-06 Complete d Incomplete ❑ Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU ING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DUE DATE: 05-23-06 Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Information License SIBLII *002KJ Licensee Name SIBLINGS INC Licensee Type CONSTRUCTION CONTRACTOR UBI 602033222 Ind. Ins. Account Id PRESIDENT Business Type CORPORATION Address 1 15200 52ND AVE S. Address 2 SUITE 100 City SEATTLE County KING State WA Zip 98188 Phone 2067636800 Status ACTIVE Specialty I GENERAL Specialty 2 UNUSED Effective Date 7/7/2000 Expiration Date 8/16/2007 Suspend Date Separation Date Parent Company Previous License SIBLI * *OIOLB Next License Associated License Business Owner Information Name Role Effective Date Expiration Date SESSCER, NICOLE BERNICE 01/01/1980 SESSCER, JERROD CHARLES PRESIDENT 07/07/2000 WILCOX, MICHELLE C SECRETARY 07/07/2000 SESSLER, NIKKI VICE PRESIDENT 07/07/2000 Look Up a Contractor, Electrician or Plumber License Detail Washington State Department of Labor and Industries 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. Bond Information I I Page 1 of 2 https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= SIBLII *002KJ 4/27/2006 x x