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HomeMy WebLinkAboutPermit D11-003 - QUALITY SEW & VACUUM - WINDOWQUALITY SEW & VACUUM 1204 ANDOVER PK W Di 1-003 City a. Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: htq,..//www.ci.tukwila.wa.us Parcel No.: 3523049092 Address: 1205 ANDOVER PK W TUKW Suite No: Project Name: QUALITY SEW & VACUUM DEVELOPMENT PERMIT Permit Number: D11 -003 Issue Date: 02/18/2011 Permit Expires On: 08/17/2011 Owner: Name: WACO ENTERPRISE Address: PO BOX 88216 , TUKVVILA WA 98138 Contact Person: Name: PETER WACHTER Address: 4611 44 AV S , SEATTLE WA 98118 Contractor: Name: OWNER AFFIDAVIT - ANETTE WACHTER Address: , Contractor License No: Phone: 206 427 -4321 Phone: Expiration Date: DESCRIPTION OF WORK: INSTALL NEW WINDOW: CUT OPENING IN TILT -UP CONCRETE WALL AND INSTALL NEW WINDOW. Value of Construction: $6,000.00 Fees Collected: $338.46 Type of Fire Protection: SPRINIU,ERS /AFA International Building Code Edition: 2009 Type of Construction: IIIB Occupancy per IBC: 0019 Electrical Service Provided by: * *continued on next page ** doc: IBC -7/10 D11-003 Printed: 02 -18 -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: Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complied N Number: 0 Size (Inches): 0 N N Start Time: Volumes: Cut 0 c.y. End Time: Fill 0 c.y. Start Time: End Time: Private: Profit: N Private: Date: Public: Non - Profit: N Public: O ed this permit and know the same to be true and correct. All provisions of law and ordinances hether specified herein or not. The granting of this permit does not pr construction or the performance of work to this permit. Signature: • e to give authority to violate or cancel the provisions of any other state or local laws regulating I am authorized to sign and obtain this development permit and agree to the conditions attached Print Name: f t'tC12 w)ck c‘// fir^ - 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 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: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 5: 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: IBC -7/10 D11 -003 Printed: 02 -18 -2011 CITY OF TUKWILA Community DeveNibent Department Public Works Department Permit Center 6300 Southceriter Blvd., Suite 100 Tukwila, WA 98188 http: //www. ci. tukwila. wa. us Building Pee No. 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: 1245 Apdaver- /-ictic Ales? Tenant Name: 6 oall ty Sew/ t) Property Owners Name: £.Ja. c o E', ll /)O (y ses Mailing Address: y6 /I I/4 Ave O King Co Assessor's Tax No.: ?S Z 3 Dy - 9 09 Z —gage Floor: / f1- Suite Number: New Tenant: Cg Yes EL. No ceaf /e- City ifok State 94//8. Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: Ne Day Telephone: 206 ` . 7 -(112. 4' 8 VI Mailing Address: ' 7 Ca. Sedfk Ida / O ue e City State Zip E -Mail Address: peteti, + hi - &co LOZ 1. her- Fax Number: GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: State Zip ARCHITECT OF RECORD — All plans must be stamped by Architect of Record Company Name: �t I/I d /(e /, /e AirA t � Mailing Address: /2.1 ZO 6 z"L VQy 1 rts.4 5 ea 4 //C S » 9S16 City State Zip Day Telephone: 2.0 ( 3 3 g'9 7 E -Mail Address: Fax Number: Contact Person: QiL u i:( /e ENGINEER OF RECORD - All plans must be stamped by Engineer of Record Company Name: Mailing Address: /21) N /C*e.-s e n St so" re go Z Se-4.We 98,oc D [� City State Zip Contact Person: /� is k /�Ud S D /■ Day Telephone: 0406 Z85 liS/ 2 E -Mail Address: Fax Number: GT 6/75 1,4e /"Ine .o nc. H:\ Applications\Porms- Applications On Line \2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 1 of 6 BUILDING PERMIT INFORMATION - 206 - 431 -3670 a..�r Valuation of Project (contractor's bid pri : $ 6 OJO = Existing u lding Valuation: $ I� 77Z_, 500 Scope of Work (please provide detailed information): New window '- C V D O (e7- D Pe i1 l n g !h hit—up GonC,efP Wq,%/ ahcf Ihr /t /!.�w window_ Will there be new rack storage? ❑ .... Yes ..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below - • Existing Interior Remodel Addition to Existing Structure New .. Type of Construction per ; IBC- • Type of Occupancy per IBC 1' Floor yo 000 Cd'1C ev-:`e -Ts ir -up . lk • Mj2e U. €t �n AA , 2md Floor _ R2 i I l V 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 bf 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: Will there be a change in use? Yes FIRE PROTECTION/HAZARDOUS MATERIALS: Compact: Handicap: ❑ No If "yes ", explain: ❑ Sprinklers ❑ 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 Safety Data Sheets. r , 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. fi1Apptications\Forms- Applications On Line12010 Applications17 -2010 - Permit Application.doc Revised: 7-2010 bh Page 2 of 6 X PERMIT APPLICATION NOTES — flicable to all permits in this application Ili 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 OW/RR AUC'I�iHQRI�GENT: Signature: .GJty�¢ /(// Print Name: ) fe r 44.Cl7T e r Mailing Address: 1-/6 // yg r' A-ve- Date Application Accepted: ollaillI Date: /2- /S -/O Day Telephone: 2D6 12 7'13Z( So Se4it /e City 14)4 SS // 8 State Zip Date Application Expires: V l H:Wpplications'.Forms- Applications On Line\2010 Applicationsk7-2010 - Permit Application.doc Revised: 7 -2010 bh Staff Initials: Page 6 of 6 City of Tukwila yDepartment 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.: 3523049092 Address: 1205 ANDOVER PK W TUKW Suite No: Applicant: QUALITY SEW & VACUUM RECEIPT • Permit Number: D11 -003 Status: APPROVED Applied Date: 01/06/2011 Issue Date: Receipt No.: R11 -00312 Initials: User ID: Payee: JEM 1165 Payment Amount: $206.90 Payment Date: 02/18/2011 10:17 AM Balance: $0.00 WACO ENTERPRISES TRANSACTION LIST: Type Method Descriptio Amount Payment Check 3863 206.90 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 640.237.114 Total: $206.90 202.40 4.50 doc: Receiot -06 Printed: 02 -18 -2011 • 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.: 3523049092 Address: 1205 ANDOVER PK W TUKW Suite No: Applicant: QUALITY SEWING & VACUUM RECEIPT Permit Number: D11 -003 Status: PENDING Applied Date: 01/06/2011 Issue Date: Receipt No.: R11 -00019 Payment Amount: $131.56 Initials: JEM Payment Date: 01/06/2011 11:50 AM User ID: 1165 Balance: $206.90 Payee: WACHTER FAMILY COMPANY, LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 5103 131.56 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 131.56 Total: $131.56 doc: Receiot -06 Printed: 01 -06 -2011 1s� • INSPECTION RECORD Retain a copy with permit INSPECTION NO. • PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1- • 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: 7 1 A(ri'(Li SFW tht+CLLo44". Type of Inspection: F / J A I Addfess: 1.4-0 R P LC t-t i Date Called: Special Instructions: Date Wanted: '3 —.2Z4— l i - r. Ca,..i Requester: Phone No: LC(,-Lz7-1--i3Z 1 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: i l Inspector: Date n REINSPECTION FEE RE RED. Prior to next ins . ection ee must a e paid at 6300 Southcente lvd.. Suite 100: Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTIO N0. PERMIT NO. ,/N CITY OF TUKWILA BUILDING DIVISION Cam" • 6300 Southcenter Blvd.,. #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 o i ( -oo3 Pro' ct: �uM.f.' .Si 0VkL Type of Inspection: 6�IAA1A Address: _ Tic) S 44AJ o uLr W Date Called: .„..— Special Instructions: / Date Wanted: a.m. p. 3 — Z 3 1� m Requester: Phone / - i 1 7 43 Z I EApproved per applicable codes. El Corrections required prior to approval. 7 COMMENTS: ti Inspector: Date z 3 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. a CT ENGI.NEERI`NG`. FILE COPY Permit No. STRUCTURAL CALCULATIONS New Door Opening at Aptex Building 1205 Andover Park West, Tukwila Owner: Peter Wachter EXPIRES: 7/ 27 Structural Engineers 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285-4512(V) (206) 285- 06I8(F) rhudson@ctengineering.com REVIEWED FOR - CODE COMPLIANCE APPROVED FEB 0 7 2011 City of Tukwila BUILDING DIVISION criMPAIA JAN 0 6 2011 PERifITCENTER 'Do l I ocs CT ENGINEERING ■■" INC Structural Engineers 180 Nickerson Street Suite 302 Seattle, WA 98109 206.285.4512 (V) 206.285.0618 (F) (EXISTING PANEL) 91-0' i NEW OPENING EXISTING STEEL COLUMN BRACE TS 4X4X1/4 E J� E 3 E 3 E 3 11 91-0' EXISTING OPENING VIEWED FROM INSIDE LOOKING OUT 24' -0" PROJECT: APTEX BUILDING, 1205 ANDOVER PARK W. JOB 10299 1 DATE: : 1 12/16/2010 CLIENT: PETER WACHTER SHEET: S -1 Project: 1 2o Pt In 8-4 V.Q r yQ 1r k "v Date: ) I lc,1 10 '� �/ FAX: Client: Pe o'�— oQ Page Number: (206) 285 -0618 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285-9512 rock- 64:ies.mm. tip q/zt,eta (.(9 04.14. Gam€ (Loaf. cCLYn..Q nQ - cAe-c k POY' g e.�,e �,,,c� L u4e c Q. 9 wy.Q. I2O 14-vs d &J- r Pay' (4- D s* l S CFA L4,1- Le-1,1G, — 122 , U sz V S (25 -10 s9veu S k e- -- —1-0 e �w acct` Sfaxi-'■-t r F� sd� 24'5 C r, f---) 17 , p5 F Structural Engineers Project Name = Aptex Bldg 11205 Andover Park W Date = Thu Dec 16 10:21:47 PST 2010 53 rte--►► Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.4 Longitude = -122.2 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05000000074505806 deg grid spacing Period Sa (sec) (g) 0.2 1.300 (Ss, Site Class B) 1.0 0.442 (31, Site Class B) 1BC2006 (1613), ASCE 7 -05 CHAPTER 11, 12, 13 SEISMIC DESIGN CRITERIA Response Spectral Acc. (0.2 sec) St = 130.00 %g Response Spectral Acc.( 1.0 sec) S, = 44.20 %g Soil Site Class! 0 I. Table 20 -3-1, Default = D Site Coefficient F,= 1.000 Site Coefficient F, = 1.558 Max Considered Earthquake Acc. $,,s= F,.S, Max Considered Earthquake Acc. $,,, = @ 5% Damped Design Sos = 2 /3(SMS) SD, = 2 /3(S, 1) = 1.300g Figure 22 -1 through 22 -14 = 0.442g Figure 22 -1 through 22 -14 Building Occupancy Categorie Design Category Consideration: Seismic Design Category for 0.1 sec Seismic Design Category for 1.0sec SI < .75g Since Ta < .8Ts (see below), SDC = Table 11.4 -1 Table 11.4 -2 = 1.300 (11.4 -1) = 0.689 (11.4 -2) = 0.867 (11.4 -3) = 0.459 (11.4 -4) Table 1 -1 with dist. between seismic resisting system >40f1 Table 11.6 -1 Table 11.6 -2 Section 11 -6 Control (exception of Section 11 6 does not apply) T- R301.2.2.1.1 II, Standard Flexible Diaphragm Comply with Seismic Design Category D 12.8 Equivalent lateral force procedure D D NA D IRC, Seismic Design Category= D2 120 �d45 UArPai (A) A. BEARING WALL SYSTEMS Seismic Force Resisting Systems) 1. Special reinforced concrete shear walls I . C, = 0.02 x = 0.75 T- 12.8 -2 ft Limited Building Height (ft) =160 for So, of 0.459g Table 12.8 -1 = 0.189 12.8 -7 TL = .266 Sec Building ht. l-1,= 20 C = 1.400 Approx Fundamental period, Z = C1(hp)' Calculated T shall not exceeds Cu.Ta 0.8Ts = 0.8(S0, /Sos1 Is structure Regular 85 5 stories 9 Yes I w Response Spectral Acc.( 0.2 sec) $ = 1.300g F, = 1.00 @ 5% Damped Design Sos = '/s(F,.S,) Response Modification Coef. R = Over Strength Factorfa = Importance factor 1= Seismic Base Shear V = C,= or need not to exceed, C, = orC,- C, shall not be less than = Min C,= 5 2 1 C,W Sos R/I SD, (R/I).T SD1TL T`(R/I) 0.01 0.5S11/R Use C, = 0.173 Design base shear V = 0 173 W = 0.265 = 0.424 Use T = 0.265 1- sec. Control (exception of Section 11.6 does not apply) 12.8.1.3 Max Ss 5 1.5g = 0.867g (11.4 -3) - 0.173 - 0.347 N/A N/A Control Table- 12.2 -1 foot note g Table 11.5 -1 For Ts TL For T n' TL For S, 0.6g (12.8 -2) (12.8 -3) (12.8 -4) (12.8 -5) (12.8-6) 12.14 Simplified Seismic base shear © 5% Damped Design Sos = 0.867 F= 11 V = FSos(W) R 13.3 Seismic Demands on Nonstructural Components Fp= 0.4aPS0sWP(1 +2zJh) 1. Special reinforced concrete shear walk SDC = D For two-story building = 0.191 W (Roily) aP= 1 Rp= 3 b= 1.0 z= 10 ft Max Fp = 1.6S0sIpWp Min Fp= 0.3SosipWp Fp = 0.347 Wp 12.11.1 Structural Walls and Their Anchorage Fp= 0.40SosIW„ 12.11.1 = 0- 347(W) ��-� 12.11.2 Anchorage of Concrete or Masonry structural Wa s(flexible diaphragm) h= 10 ft = 1.387Wp = 0.260Wp Limitations: P R =5 (13.3 -1) SOS= 0.867 T- 12.2 -1 T- 12.14 -1 T- 13.5 -1 or 13.6 -1 13.1.3 Fp = 0.347 Wp (13.3 -2) (13.3 -3) or Fp = 400S0sl = 347 Fp= 0.8Sosl(Ww) = 0.693 Wp Max Seismic Load EM = f20E t 0.2S0SD Where ft. = 2 0.2S05D = 0.174(D) Deflection Amplification factor Ca = 5 Nonbuilding structures, Section 11 Response Modification Coef. R = 3 Importance factor 1= 1 For flexible nonbuilding, C, = S0s1 /R = 0.289 Min C. = 0.03 or C.= 0.8 S11 /R V = 0.289 W For rigid nonbuilding, = 0.3 Sos 1 = 0.260W shall be 280 4/ft (12.11.1) (12.4.4), (12.4.5), (12.4,6), (12.4.7) T- 15.4 -1 or T- 15.4 -2 15.4.1.1 (15.4 -1) = 0.118 (15.4 -2) (15.4 -5) ASS V r Z�{8 W Project: Client: I ZO d O UP1r 1�QtQAr wacIn Date: 12. 14 (t Page Number: 55 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285 -4512 FAX: (206) 285-0618 s 9 uw- &Lim 1,4 --1:1€4 4-01/4-1 0 rinefIS c crS-C s -' Ct C C v-0 5 5 !D wyke w 07,I X 1,L = 2(4'3 c A i L L T S M / 4 : - ,013( I. -Itia)C c.263 21 ($.ZZ) v1L per, LA.- OS4rS >L� p P,, 2403Y-61/2:1'z''- �3><�i-1 z j� 9 /Z-+ Et, ( 41,13/1.'0= Z31 22 '1' �►� = ,231(ZZ)2 1,2 C27-) = 4 I Z Oo 0 t Z..00v 9e 4t .K. 0 :- Nu* :--- (,- (d, .7, 10e3 • 00 2t , l' a S y e / � c9v c °l [ � i (2, i ti , y , Co C p < 1, ,- -s Gc L-4-u c.L, 4_ k a IZ = x , 2 1. Co Oki O Structural Engineers d' { Ci Try o yni ' Department o, f Coy; r m l nity January 25, 2011 Peter Wachter 4611 44 Av S Seattle, WA 98118 1I • Jim Haggerton, Mayor evelopment Jack Pace, Director RE: Correction Letter #1 Development Permit Application Number D11 -003 Quality Sew & Vacuum —1205 Andover Pk W Dear Mr. Wachter, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. 1 have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File No. D11-003 W:\Pennit Center \Correction Letters \ 2011011-003 Correction Letter #I.DOC 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665 • Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo Date: January 13, 2011 Project Name: Quality Sewing & Vacuum Permit #: D11 -003 Plan Review: Dave Larson, Senior Plans Examiner The Budding Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The plans and the structural calcs reference non- current codes. Please provide plans and calcs referencing current codes. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • PERMIT COORD COPS PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -003 DATE: 01/31/11 PROJECT NAME: QUALITY SEW & VACUUM SITE ADDRESS: 1205 ANDOVER PK W Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: building Divisn Public Works Li Fire Prevention Structural Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 02/01/11 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 REVIEWER'S INITIALS: Structural Review Required No further Review Required ri DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03/01/11 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: Documents/routing slip.doc 2 -28 -02 41eEfiMIT COOIRD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -003 DATE: 01/06/11 PROJECT NAME: QUALITY SEWING & VACUUM SITE ADDRESS: 1205 ANDOVER PK W X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued Dj�E�PA QTM� ENTS:O Rid g Diivi i ublic Work ity4 A? Fire Prevention Planning Division Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 14 Comments: Incomplete DUE DATE: 01/11/11 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 n REVIEWER'S INITIALS: No further Review Required n DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DUE DATE: 02 /08/11 DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • 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 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1 3 a / 1 Plan Check/Permit Number: D11-003 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued R 111 Revision requested by a City Building Inspector or Plans Examiner 0484%A JAN : 1 2011 Project Name: Quality Sew & Vacuum PERAMTJ Project Address: 1205 Andover Pk W Contact Person: fear Ida c.47t/ r- Phone Number: Z-06 4-1 27 73 2 / Summary of Revision: C/titnyu.L Mote_ --(61— I6C .16 oa q Sheet Number(s): S D 1 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on Vh \applications \forms - applications on line \revision submittal Created: 8 -13 -2004 Revised: • CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (2o6) 431 -367o FAX (206) 431 -3665 E -mail: tukplan@>ci.tukwila.wa.us Permit Center /Building Division 206 431 -3670 Public Works Department 206 433 -0179 Planning Division 206 431 -3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION PERMIT NO: 1 1 -003 STATE OF WASHINGTON) ) ss. COUNTY OF KING ) [please print name] , states as follows: 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number I2, and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. NNNNNNNNNNNNNNN �%� \yg10/y ebisi f' iii s Spy �DTA Aep� 'S sty - • e `\ G i V Owners Agent* Signed and sworn to before me this day of (J ,2o Ii . 1 cJc NOT • Y PUBLIC in and for the State of Washington Residing at Name as commissioned: My commission expires: , County ID_)6i0011 18.27.090 Exemptions, The region provisions of this 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW who shall warranty service and repairs under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; lo. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed chapter do not apply to by a registered contractor; 11. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile /manufactured home dealer or manufacturer who subcontracts the installation, set -up, or repair work to actively registered contractors. This exemption only applies to the installation, set -up, or repair of the mobile /manufactured homes that were manufactured or sold by the mobile /manufactured home dealer or manufacturer; 18. An entity who holds a valid electrical contractor's license under chapter 19.28• RCW that ergploys a certified journeyman electrician, a certified residential specialty electrician, or an electrical trainee meeting the requirements of chapter 19.28 RCW to perform plumbing work that is incidentally, directly, and immediately appropriate to the like -in -kind replacement of a household appliance or other small household utilization equipment that requires limited electric power and liiriited waste and /or water connections. Ari 'electrical trainee must be supervised by a certified electrician while performing plumbing work. • Per Washington State Department of Labor and Industries, lessee has been interpreted to be equivalent to owner for the purpose of these exemptions. REVISIONS No oranges 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 fees. 1 ANDOVER PANIC WEST LANDSCAPING PARING STALLS EX TO REMAIN ASPNALtIc PAYING PARKING STALLS EX TO REMAIN MINIM_ �PROPERTY LINE IPANOTi- LOADING 20-0' 1 EX SIDEu !( LANDSCA?MG 'AWING emu EX TO M1'1AN ASPHALTIC PAYING x STRIPING (BLACK OIJT), EX STAIRS * LANDSCAPING LINE CF AAPNALT PAVNG-- EX. WAREHOUSE/MICE WIT A -I WIT A -2 AREA OF REMoDEl NO UM WIT B 25' -0' 240' -0 1 molow . ▪ r._,..16__..■ ■•■ RAIL `i'"R cK alms ism 2121 -6" MINIM IWO= SITE PLAN SCALE: I" . 10' 4111,1.isock,, 111 • Inv YINCITY MAP. Naxru BUILDING AND SITE STATISTICS BUILDING CODE: IBC 2001 ZONING: TUC BUILDING AREA: 40 ,200 SF 4. 5,692 SF MEZZANINE FLOOR TYPE OF CONSTRUCTION: 111 -13 SPRINKLERED EXISTING : S1 WAREHOUSE: 39,113 SF/ 112000 =19.59 B OFFICE: 1021 SF/ 3/1000 =3 B OFFICE (2ND FLOOR). 5692 SF/ _ _ 311000 =11 EX. PARKING PARKING EXISTING: 53 CARS CHANGE OF USE. t PARKING CAL,CULATION'S UNIT A -1 (NO CHANGE OF USE): WAREHOUSE: (51)15080/ 1/2000 =1.94 OFFICE: (B) 120/ 311000 *036 UNIT A -2 CHANGE OF USE, WAREHOUSE TO BULK RETAIL (6,504 SF) WAREHOUSE: (51) 1,340 SF/ 1/2000 =3.61 BULK RETAIL: (M) 6,504 SF/ 25/1000 =16.26 (109 ACCESSORY OFFICE) UNIT B (NO CHANGE OF USE): WAREHOUSE: (51) 9,060/ 112000 =4.53 OFFICE: (B) 940/ 3/1000 =2.82 TOTAL PARKING REQUIRED = 36 CARS NEW RE- STRIPED PARKING ADDING HC = 52 CARS PERMIT FOR: J 1!echanical c Electrical Cenumbing alas Piping City of Tukwila Liit.DING DIVISION FILE COPY Permit No Plan review approval is subject to errors and omissions. kpproval of construction documents does not authorize tic violation of any adopted code or ordinance. Receipt of approved Fief • •y and conionsisacknowledged: i / By &ea Oak Date: City Of/Awns BUILDING DIVISION - AREA CALCULATIONS: (USE MOST RESTRICTIVE = M = 12,00 SF) FRONTAGE: it = 100 641 • 025 60 = 100 (0:19 -0.25) I = 54.5% 81430 AREA: 12,500 12,500 X 64.5 4 12,500 x 300 = 12,500 + 6812.50 + 31,500 100 100 AREA : 58,8125 SF BUILDING AREA IS OK UNSEPARATED USES ARE OK FOR 11, 81, B ENERY: CHANGE TO BUILDING ENVELOPE (ALL SPACE IS HEALED) AT STORE FRONT NO CHANGE TO EXISTING LIGHTING REVIEWED FOR .� CODE COMPLIANCE Apal'mmm FEB 07 2011 L_ City of Tukwila BUILDING DIVISION CIlYOFETUKWIIA JAN 312011 PERMIT CENTER QORRECTION Lys. �DII -oo3 \\Wkst- 4\docu tentslCArmZnnffinRnA APTgYArn nl,, TIktim-r 4 .� U la 13' 91 —7 SG. 01111Ritall EX. OVERT -IEAD DOORS PARTIAL F4ST ELEVATION SCALE: 1/8° _ ' -0" 21' -3" olf 8' -3' ,171-- F4RTL4L FIRST FLOOR PLAN SCALE: I/8" = 11-0" NEW STOREFRONT, I" INSULATED W/ NEW ALUMINUM THERMAL BROKEN FRAME (BRUSHED ALUMINUM ANODIZED) SAFTEY GLAZING AS REO. Nor_: Se.op'a v f e,i ,- r 7-h pro ✓e,r+e -p r w'Lr 15 S/low.-t in /3`s, 7. /hCluc�� Sa wcvT l�'1 pa/v.14-4a /h5T6a / /ct•r/d; 1 o f' pa/1 / /.v,nd -' a S ` 1. Teel a et T ,�.r, p ry ✓� ,e.� Ts /o /ia/o� - Gi.rtc.� ;;sere cony le el LEGEND A EXISTING WALL NEW WALL PER SCHEDULE NEW DOOR EXISTING DOOR ILLUMINATED EXIT SIGN AND PATHWAY LIGHT W/ BATTERY BACK -UP. NEW PATHWAY LIGHTING W/ BATTERY BACK -UP. FOUR -PLEX OUTLET DUPLEX OUTLET WALL TELEPHONE OUTLET AND DATA, MUDRING, CONDUIT AND FULL STRING ONLY. DEDICATED SWITCH WALL TYPES 0 3#X 20 GA STEEL STUDS TO MEZZ FLOOR ABOVE W/ PLYWOOD BOTH SIDES (PANT BOTH SIDES) 3)^i x 20 GA STEEL STUDS TO MEZZ FLOOR ABOVE W1 GYP. BD. BOTH SIDES NEW 10' AFF. WALL 2X4 (3 -I/2" METAL $TUD X 20 ga.) • 24" O.C. W/ 5/8" GYP. BD EACH SIDE DOOR SCHEDULE DNEW 31- 0"X1' -0" S.C. WOOD (STAINED) W/ H. METAL JAMB (PAINIEP) 1.1/2 PAIR BUTTS, PRIVACY LOCK, WALL STOP. O UJINIOUJ SCHEDULE NEW 4' -0" X 4' -0" • + 3' -0' APP. CLEAR GLASS IN WOOD OR METAL FRAME A 8' WC CONCRETE SIDEWALK FLUSH W/ ASPHALT � 5' 9•8' -6" 16' -6' EXTRUDED CURB W/ WEEP HOLES •8 6 "O.C. • 21' -3" LHANDRAIL , DN. 20' -9" •:. CONCRETE ON GRADE W/ BROOM FNISH) FLUSH W/ ASPHALT r EX. STAIR 4 LANDING 1 (NO CHANGE) WHEEL STOP (TYP. EX. LANDSCAPE MEZZANINE LINE ABOVE (ABANDONED W/ LIMITED ACCESS U 82'X88' (EXCLUDING OFFICE) 6,504 SF (EX. HEATED SPACE) (NO CHANGE TO EX. LIGHTING) WALL BRACING FLAT STUD FROM WALL TO WALL MAX BRACED WALL IS 8' \ 1 EX. COLUMN (TYR) PERMANENT SHELVING SYSTEM W/ PLYWOOD ON BACK (WAREHOUSE SIDE) BY TENANT EX. FULL HEIGHT DEMISING WALL //— 44 4 as 4.' • °' d 4 .. UJ4iEEWOUSE u (EX. HEATED SPACE) (NO CHANGE TO EX. LIGHTING) EXIT • A • . EXIT PATHWAY W/ PATHWAY LIGHTING - ADD BATTERY BACK -UP TO EXISTING FLOURESENT FIXTURES (24' O.C) bttH003 to rio REVIEWED FOR CODE COMPLIANCE APOIVlVED FEB 0'7 2011 City of Tukwila BUILDING DIVISION NOTE: EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOT- CANDLE AND A MNIMUM AT ANY PONT OF 0.1 FOOT- CANDLE MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERM1ITED TO DECLINE TO 0.6 FOOT- CANDLE AVERAGE AND A MINIMUM AT ANY POINT OF 0.06 FOOT- CANDLE AT THE END CF THE EMERGENCY LIGHTING TIME DURATION. A MAXIMUM- TO- MINIMUM ILLUMINATION UNPORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED. FIRST ,..FLOOR PLAN- MILE BAY EXISTING DOOR, STAIR AND SIDEWALK CIiYOFTUKWILA JAN 312011 PERMRCEINTER SYM DATE DESCRIPTION PROJECT I 0606 08!14/06 SUBMIT TO OIUNER DRAWN BY 08/21/06 SUBMIT FOR PERMIT DFUHRMANN A 08/30/06 REVISION PER ARCH. 10/11/06 REVISION PER TENANT, ADD OFFICE DATE ms//o& 3 12/Zo/j 0 NEw w; AI Dot," CHECKED BY 0_/ '- ved AVE .i�u if `eo D DATE 14 /zD / /0 P 0 0 OC a E-4 0 z z 0' Ix °w rzl 0 z E -� z AID D3 1-x4 Or. O C--1 t_— Lti a 6• 3 O N m - N 0 w V i a V 0 z O E-4 C Z E-1 CZ?, z A =1 SAW CUT f� 3A3x4 x 1' -1" W/2 -3/4"0 EXP. BOLTS W /3" EMBEDMENT T.S. COL. RE: ELEVATION 12" EXISTING PANEL SECT O\ A-2 DOOR OPENING ft 1/2x8 x 1' -1" W/2 -1/2"0 EXP. BOLTS W /3" EMBEDMENT T.S. COL. RE: ELEVATION SCALE: 3/4" = 1' -0" EXISTING PANEL SECTION B -2 SCALE: 3/4" = 1' -0" STUCTU4L ET4IL IN& REVIEWED FOR CODE COMPLIANCE FEB072U11 ��� 00 00 W15 CP re, City otTukwila ' ' z In BUILDING DAMN N q)(r) oQ co co O O 3 • W W W CD 1- c Ox �w O L_ "V /CD 3 Q k 0 2 w 9 0 >- m 0 a cc g a o 08/10/06 Q J rJ Z 0 a 0 • kV cD • CT ENG1NEERIN 3 INC Structural Engineers 180 Nickerson Street Suite 302 Seattle, WA 98109 206.285.4512 (V) 206.285.0618 (F) (EXISTING PANEL) i SAW CUT NEW OPENING EXISTING STEEL COLUMN BRACE TS 4X4X1/4 L• JI E 3 E 3 E � q1 -m' EXISTING OPENING VIEWED FROM INSIDE LOOKING OUT 24' -0" PROJECT: APTEX BUILDING, 1205 ANDOVER PARK W. JOB : 11299 DATE: 12/16/2010 CLIENT: PETER WACHTER SHEET: S -1 SCALE: NTS 03 CITYOFTUKNALA JAN 31 2011 PERMIT CENTER 0 is A=2 \ \Wkst- 4 \documents\CAD\2006\0606 APTEX\CI) IIL'I 1.dwg, T-2, 10/20/2006 10:23:25 AM